steel stud solutions llc

Steel Stud Solutions llc

Products and Submittal Data

Thickness – Steel Components

Gauge Design Color

No. Thickness (in) Thickness (mils) Reference

25 ga .0188 18 mil natural

22 ga .0283 27 mil black

20 ga Drywall .0312 30 mil pink

20 ga Structural .0346 33 mil white

18 ga .0451 43 mil yellow

16 ga .0538 54 mil green

14 ga .0677 68 mil orange

Steel Stud Solutions LLC4165 Spartan Industrial Drive

Grandville, MI 49418

Ph: 616-261-1950

Fx: 616-261-1960

1

Table of Contents

1 - 2 Table of Contents, Product Line

3 - 4 Product Notes

5 - 6 Specifications

7 - 14 Drywall & Structural Properties

Steel Values

The thicknesses used in this catalog are the standard minimum thicknesses specified by AISI with respect to ASTM standards. This cata-

log is based upon design thicknesses for a conservative approach. Calculations used in this brochure have been based upon the 1996

AISI “Specification for the Design of Cold Formed Steel Structural Members”. Gauges and thicknesses used are as follows:

Contact Information

12 ga .0966 97 mil red

2

Drywall Studs and Accessories

Drywall Studs and Track (DWS – DWT) Available Web Size in: 1 5/8”, 2 1/2”, 3 5/8”, 4” and 6”

Gauge: 25ga, 22ga, 20ga

Standard and Custom Lengths available.

Drywall Furring Channel (DWC) Available in 7/8" and 1 1/2"


Lengths: Standard Stock 12' and 10'

(Other Lengths Available upon Request)

Resilient Furring Channel (RC) RC-1: Single Leg

RC-2: Double Leg


Lengths: Standard Stock 12'

Drywall Corner Bead Made of quality Galvanized Steel to provide durable protection

for Drywall external corners. Cement adheres readily to the

knurled flanges. Exposed nose provides a straight, clean

corner definition and guards against impact damage.

Product Gauge Wt / Ft

7/8” DWC 25 .275

7/8” DWC 20 .477

1 1/2” DWC 25 .345

1 1/2” DWC 20 .599

300 pcs / skid


RC-1 25 .170

RC-2 25 .220

1000 pcs / skid

Size Pcs / Ctn

6’ 9” 75

8’ 63

9’ 56

10’ 50

12’ 42


1 1/2” CRC 16 .440

300 pcs / skid

Cold Rolled Channel (CRC) Available in 1 1/2” and 3/4”

Gauge: 16ga

Lengths: Standard Stock 16'

Rolled Angles (RA) Available in Stock Sizes and Gauges (see table). Custom Sizes

available upon request.

Size Length Gauge

1.5 x 1.5 10’ 25, 20, 18, 16, 14

2 x 2 10’ 25, 20, 18, 16, 14

3 x 3 10’ 25, 20, 18, 16, 14

300 pcs / skid

Strapping (FS) Available in Stock Widths: 2", 3", 4", 6", 8"

Gauge 25ga - 12ga

Lengths: Standard 10'

Custom widths and lengths available.

Bridge Clips (BC) Available in 1 1/2" x 1 1/2", 2" x 2", 3" x 3"

Standard Gauge: 16ga

Standard Length 3 3/8"

Custom widths and lengths available.

3

Product & Notes

CWS = 1 3/8” Flange CSJ = 1 5/8” Flange JW = 2” Flange JWE = 2 ½” Flange

(S137) (S162) (S200) (S250)

TSB = 1 ¼” Leg TSB2” = 2” Leg Custom Sizes

(T125) (T200) Available (T***)

Universal Designator System for Light Gauge Steel Framing Members

Member Depth. Style Flange Width Material Thickness

All member depths are taken Characters utilized by All Flange widths Material thickness

in 1/100 inches. For all “T” the system are: are taken in is the minimum

sections member depth is the S = Stud or Joist Sections 1/100 inches base metal

inside dimension. T = Track Sections thickness

U = Channel U Sections represents 95%

F = Furring Channel Section of the design

thickness

600 S 162 - 54 Steel Stud SolutionsUniversal Code Examples

600S162-54 = 6” CSJ 16 gauge (stud)

362T125-43 = 3 5/8” TSB 18 gauge (track)

Web

Return

F

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4

The Right STUF

Universal Designator System for Light Gauge Steel Framing Members

The Logic The dimensions of the webs and flanges in the designators are used because they convey an intuitive picture of the shape, like a "2 x 4"

describes a wood stud. The web depth was put first instead of the flange width (the "2" in "2 x 4") because with steel the strength-to

weight ratio is usually optimized by increasing web depth instead of flange width, all else being equal.

The web depth and flange width are expressed in 1/100th or 1/1000th inches because fractions are messy, and with such a variety of

depths and widths available, rounding to the nearest fraction of an inch is not sufficiently descriptive. Also, the metric system is expected

to become universal, in which case the depths and widths would be expressed in millimeters, resulting in the same 3-digit format. Lastly,

the logic behind the alpha designators (S for Stud, T for Track, etc.) should be obvious.

Minimum Base Metal Thicknesses The minimum allowable base metal thickness designators are those used in Prescriptive Standards that are currently in CABO and the

upcoming IBC and IRC, and correspond to ICBO's minimum prescribed thicknesses (expressed in mils). These minimum thicknesses are

Stiffening Lips on C- Sections The dimension of the stiffening lip by flange width and material thickness are as follows:

The Purpose With the universal designator system for steel framing members and accepted minimum base metal thicknesses and stiffening lip dimen-

sions, the section properties and load-carrying abilities of any given profile can be calculated and implemented. Regardless of the manu-

facturer, not only will the designation be identical for a standard steel framing member, but the section properties and load-carrying abili-

ties of that standard member will be uniform throughout the country. In addition to helping eliminate the confusion in the market stem-

ming from the widely varying properties and loads published by manufacturers making essentially identical shapes, these standards

should greatly facilitate submittals for plan check, code approvals, prescriptive standards, software development, etc. The intent is to

make the products easier to use in existing markets and to accelerate their acceptance in new markets

Gauge Thickness Color

25 0.018 None

22 0.027 Black

20-Drywall 0.030 Pink

20-Structural 0.033 White

18 0.043 Yellow

16 0.054 Green

14 0.068 Orange

12 0.097 Red

Material Thickness Flange Width Stiffening Lip

.0179” to .0329” 1 -1/4” 3/16”

All Thicknesses 1-3/8” 3/8”

All Thicknesses 1 5/8” 1/2”

All Thicknesses 2” 5/8”

5

I – General

Related Work: specified elsewhere by the A/E of record.

Workmanship & Quality Assurance: specified elsewhere by the A/E of record.

Submittals: specified elsewhere by the A/E of record.

II - Material

· All studs, joists, tracks and other framing materials shall be of type, size and gage as shown on the project drawings and as manufac-

tured by Steel Stud Solutions

· All galvanized steel shall comply with ASTM A653. All structural members in gages 20, 18, 16, 14, and 12 shall be SQ Grade 33, i.e.

Fy=33 Ksi. SQ Grade 50, i.e. Fy = 50 KSI available upon request. Tracks in all gages shall be SQ Grade 33, i.e. with Fy= 33KSI

· All studs, joists, tracks and other framing materials shall be made with steel having a galvanized coating meeting ASTM AC645

or C955 as applicable.

· Physical and structural properties listed in Steel Stud Solution's catalog shall be considered as the minimum permitted for

all the member sizes specified by the Architect or Engineer of record. Thicknesses, cross-sectional areas, moments of inertia and resisting

moments shall be met as per AISI limitations.

III - Fabrication

· Fabrication may be done on site using elemental components as manufactured by Steel Stud Solutions, or such components

may be assembled at a central manufacturing facility using panelization as approved by the A/E of record. Accordingly, all fabrication

procedures should be backed up by working drawings approved by the A/E of record.

· All framing components shall be cut squarely or at the desired angle for a proper square or angular fit. Components shall be held in

position with adequate means until properly fastened.

IV – Execution and Erection

· Tracks shall be securely anchored to the supporting foundation or structure as per project and/or working drawings. Abutting pieces of

track shall be securely anchored to common structural elements or they shall be butt-welded or spliced together. Uniform and level bear-

ing surface shall be provided under the tracks.

· Studs shall be plumbed, aligned and securely attached to the flanges and/or webs of both upper and lower tracks. Studs carrying axial

loads shall be installed in a manner which assures a minimum gap between the stud ends and the track webs. Temporary bracing shall be

provided during erection of wall panels.

· Handling and lifting of prefabricated panels or of panels assembled on site shall be done in a manner to prevent distortion of any mem-

ber or of the panel assembly.

· Jack or cripple studs shall be installed under window sills, above door and window lintels and elsewhere as required to furnish support

and they shall be securely attached to supporting members.

· Bridging for a series of studs shall be attached in a manner that will prevent stud rotation or sympathetic buckling. Wall studs shall be

braced at a maximum spacing of 48 inches o/c.

· Provision for vertical movement of studs shall be made with the help of vertical slide clips or deflection tracks as approved by the A/E

of record.

· Stud walls that act as shear walls shall be adequately cross braced, as per project and/or working drawings approved by the A/E of re-

cord. Additional studs shall be provided to resist vertical components of the forces in the cross-bracing.

· No splices shall be permitted in axially loaded members

· Joists shall be supported directly over load-bearing studs and joist bracing shall be provided as per project and/or working drawings.

Where indicated in the drawings web stiffeners as specified shall be provided and end blocking shall be provided where joist ends are not

adequately restrained against rotation.

· Insulation as provided elsewhere shall be provided in all doubled header and other members that will not be accessible to the insulation

contractor. Components shall be held in position with adequate.

6

Table Notes

General Notes for All Tables

1. The strength increase due to cold work of forming was incorporated for flexural strength as applicable per AISI A7.2.

2. The moment of inertia for deflection is calculated at a stress which resulrts in an effective section modulus such that the stress

times that section modulus is equal to the allowable moment. This follows Procedure 1 of the AISI Specification.

3. The yield stress (33 ksi or 50 ksi) used to calculate the tabulated values are indicated in the tables.

4. When provided, factory punch-outs will be located along the centerline of the webs of the members and will have a minimum center-

to-center spacing of 24”. Punch-outs will have a maximum width = half the member depth (d/2) or 2 ½”, whichever is less, and a maxi-

mum length = 4 ½”. The minimum distance between the end of the member and the near edge of the web punch-out = 10”.

5. For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified by the

contractor/buyer (e.g., 362S137-54 (50 ksi).)

Notes for Individual Tables

1. Section Properties

1.1. The centerline bend radius is the greater of 2 times the design thickness, or 3/32”.

1.2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius.

1.3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.

1.4. Tabulated gross properties are based on the full unreduced cross section of the studs, away from the punch-outs.

1.5. For deflection calculations, use the effective moment of inertia.

1.6. For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified by the

contractor/buyer (e.g., 362S137-54 (50ksi).)

2. Height Limitations

2.1. Lateral loads multiplied by 0.75 for strength determination per AISI A5.1.3

2.2. Check end reactions for web crippling.

2.3. Limiting height based on continuous support of each flange over the full length of the stud.

2.4. Heights based on steel properties only.

2.5. Values based on Fy = 33 ksi.

3. Axial Loads

3.1. Allowable loads based on weak axis and torsional bracing at 48” o.c. maximum for axial load calculation and continuous support of

each flange for flexural calculation.

3.2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3.

3.3. Check lateral end reactions for web crippling.

3.4. Allowable axial load in kips/stud (1 kip = 1000 lbs.)

4. Joist Span

4.1. Web punch-outs were not considered for shear or web crippling.

4.2. Spans are based on continuous lateral support of the compression flange.

4.3. Joists must be braced against rotation at all supports by track or blocking.

4.4. Joist spans are based on 50 ksi for the 54, 68, and 97 mil thicknesses, and 33 ksi for the thinner members.

Definitions of Physical Property Symbols

Ixx: Moment of inertia of the gross section about the X-X axis, used for deflection

Sx: Section Modulus about the X-X axis, used for stress and loads

Rx: Radius of Gyration about the X-X axis, used for axial loads

Iy: Moment of inertia about the Y-Y axis

Sy: Section Modulus about the Y-Y axis

Ry: Radius of Gyration about the Y-Y axis

Xo: Distance from the shear center to the centroid along the principle X-axis

Jx: St. Venant Torsional Constant

Cw: Torsional warping constant

Ro: Polar Radius of gyration about the centroidal principle axis

L/120 Length (height) of stud, in inches, divided by 120



Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES

Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro

in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

162S125-18 0.0188 0.083 0.28 0.039 0.048 0.684 0.018 0.461 0.036 0.037 0.038 0.73 309 0.010 0.011 -1.082 1.361 0.367

162S125-27 0.0283 0.123 0.42 0.057 0.070 0.680 0.026 0.456 0.056 0.057 0.061 1.14 516 0.033 0.016 -1.071 1.348 0.369

162S125-30 0.0312 0.135 0.46 0.062 0.077 0.679 0.028 0.455 0.061 0.066 0.071 1.31 566 0.044 0.017 -1.067 1.344 0.369

250S125-18 0.0188 0.099 0.34 0.102 0.082 1.015 0.020 0.454 0.095 0.065 0.045 1.28 249 0.012 0.027 -0.952 1.464 0.577

250S125-27 0.0283 0.148 0.50 0.151 0.121 1.010 0.030 0.449 0.148 0.101 0.076 2.00 700 0.039 0.039 -0.941 1.452 0.580

250S125-30 0.0312 0.163 0.55 0.165 0.132 1.009 0.033 0.448 0.162 0.116 0.090 2.28 851 0.053 0.042 -0.938 1.448 0.581

362S125-18 0.0188 0.120 0.41 0.240 0.133 1.413 0.023 0.437 0.227 0.100 0.050 1.98 167 0.014 0.061 -0.830 1.696 0.760

362S125-27 0.0283 0.180 0.61 0.356 0.197 1.408 0.034 0.432 0.349 0.168 0.086 3.32 572 0.048 0.088 -0.820 1.685 0.763

362S125-30 0.0312 0.198 0.67 0.391 0.216 1.406 0.037 0.431 0.384 0.191 0.102 3.78 768 0.064 0.096 -0.817 1.682 0.764

400S125-18 0.0188 0.127 0.43 0.303 0.151 1.542 0.024 0.431 0.283 0.110 0.051 2.18 150 0.015 0.076 -0.797 1.788 0.801

400S125-27 0.0283 0.190 0.65 0.449 0.225 1.536 0.035 0.426 0.440 0.193 0.088 3.82 515 0.051 0.110 -0.787 1.777 0.804

400S125-30 0.0312 0.209 0.71 0.493 0.246 1.534 0.038 0.424 0.484 0.220 0.104 4.34 691 0.068 0.120 -0.784 1.774 0.805

600S125-18 0.0188 0.165 0.56 0.798 0.266 2.200 0.026 0.399 0.720 0.164 0.053 3.24 98 0.019 0.190 -0.660 2.331 0.920

600S125-27 0.0283 0.247 0.84 1.188 0.396 2.193 0.038 0.394 1.172 0.304 0.095 6.02 336 0.066 0.277 -0.650 2.321 0.921

600S125-30 0.0312 0.272 0.93 1.305 0.435 2.191 0.042 0.392 1.287 0.368 0.113 7.26 451 0.088 0.303 -0.648 2.318 0.922



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

162T125-18 0.0188 0.078 0.26 0.042 0.048 0.737 0.013 0.411 0.030 0.026 0.035 0.50 309 0.009 0.007 -0.876 1.216 0.481

162T125-27 0.0283 0.117 0.40 0.064 0.072 0.740 0.020 0.409 0.051 0.045 0.071 0.88 572 0.031 0.011 -0.871 1.214 0.485

162T125-30 0.0312 0.129 0.44 0.071 0.079 0.741 0.022 0.409 0.059 0.051 0.084 1.01 631 0.042 0.012 -0.869 1.213 0.487

250T125-18 0.0188 0.094 0.32 0.105 0.080 1.055 0.015 0.399 0.079 0.045 0.037 0.89 236 0.011 0.018 -0.767 1.364 0.684

250T125-27 0.0283 0.142 0.48 0.158 0.119 1.057 0.022 0.398 0.130 0.080 0.075 1.58 700 0.038 0.027 -0.762 1.363 0.687

250T125-30 0.0312 0.156 0.53 0.175 0.131 1.058 0.025 0.397 0.148 0.091 0.089 1.80 851 0.051 0.030 -0.761 1.362 0.688

362T125-18 0.0188 0.115 0.39 0.239 0.127 1.440 0.017 0.380 0.190 0.065 0.037 1.28 161 0.014 0.042 -0.664 1.630 0.834

362T125-27 0.0283 0.173 0.59 0.360 0.191 1.442 0.025 0.378 0.304 0.136 0.077 2.69 548 0.046 0.063 -0.660 1.630 0.836

362T125-30 0.0312 0.191 0.65 0.397 0.210 1.442 0.027 0.378 0.343 0.154 0.092 3.04 734 0.062 0.069 -0.659 1.630 0.837

400T125-18 0.0188 0.122 0.42 0.299 0.145 1.564 0.017 0.374 0.242 0.071 0.037 1.41 145 0.014 0.052 -0.636 1.729 0.865

400T125-27 0.0283 0.184 0.63 0.451 0.217 1.566 0.025 0.372 0.383 0.158 0.078 3.11 495 0.049 0.078 -0.632 1.729 0.866

400T125-30 0.0312 0.203 0.69 0.498 0.239 1.566 0.028 0.371 0.431 0.178 0.093 3.52 664 0.066 0.086 -0.631 1.729 0.867

162S125-18 0.0188 0.083 0.28 0.039 0.048 0.684 0.018 0.461 0.036 0.037 0.038 0.73 309 0.010 0.011 -1.082 1.361 0.367

162S125-27 0.0283 0.123 0.42 0.057 0.070 0.680 0.026 0.456 0.056 0.057 0.061 1.14 516 0.033 0.016 -1.071 1.348 0.369

162S125-30 0.0312 0.135 0.46 0.062 0.077 0.679 0.028 0.455 0.061 0.066 0.071 1.31 566 0.044 0.017 -1.067 1.344 0.369

Section

Designation

PHYSICAL AND STRUCTURAL PROPERTIES FOR DRYWALL (S) STUDS

PHYSICAL AND STRUCTURAL PROPERTIES FOR DRYWALL (T) TRACK

Section

Designation

7



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

Section

Designation

250S137-33 0.0346 0.196 0.67 0.202 0.161 1.014 0.052 0.514 0.202 0.156 0.128 3.07 1025 0.078 0.076 -1.140 1.610 0.498

250S137-43 0.0451 0.253 0.86 0.258 0.206 1.009 0.066 0.509 0.258 0.206 0.181 4.08 1323 0.172 0.096 -1.128 1.596 0.501

250S137-54 0.0566 0.315 1.07 0.317 0.253 1.003 0.080 0.503 0.317 0.250 0.230 4.94 1643 0.317 0.247 0.214 7.38 2490 0.336 0.115 -1.114 1.582 0.504

250S137-68 0.0713 0.392 1.33 0.388 0.311 0.996 0.096 0.496 0.388 0.264 0.285 5.22 2042 0.388 0.300 0.285 8.97 3094 0.664 0.138 -1.097 1.563 0.507

250S137-97 0.1017 0.544 1.85 0.523 0.419 0.981 0.126 0.481 0.523 0.418 0.391 8.27 2831 0.523 0.418 0.391 12.53 4290 1.874 0.176 -1.061 1.523 0.515

250S162-33 0.0346 0.222 0.76 0.234 0.187 1.025 0.086 0.623 0.234 0.178 0.151 3.51 1025 0.089 0.146 -1.469 1.897 0.400

250S162-43 0.0451 0.287 0.98 0.299 0.239 1.021 0.110 0.618 0.299 0.239 0.215 4.73 1323 0.195 0.184 -1.456 1.883 0.402

250S162-54 0.0566 0.357 1.22 0.368 0.295 1.015 0.134 0.613 0.368 0.295 0.272 5.82 1643 0.368 0.287 0.254 8.60 2490 0.382 0.223 -1.443 1.867 0.403

250S162-68 0.0713 0.445 1.52 0.453 0.362 1.009 0.163 0.606 0.453 0.362 0.338 7.16 2042 0.453 0.350 0.338 10.49 3094 0.754 0.268 -1.425 1.848 0.405

250S162-97 0.1017 0.620 2.11 0.613 0.490 0.995 0.217 0.592 0.613 0.490 0.467 9.69 2831 0.613 0.490 0.467 14.68 4290 2.137 0.346 -1.389 1.808 0.410

362S137-33 0.0346 0.235 0.80 0.476 0.262 1.422 0.059 0.500 0.476 0.253 0.143 5.00 1046 0.094 0.165 -1.002 1.810 0.694

362S137-43 0.0451 0.304 1.04 0.611 0.337 1.417 0.074 0.495 0.610 0.337 0.206 6.65 1777 0.206 0.208 -0.990 1.798 0.697

362S137-54 0.0566 0.379 1.29 0.753 0.416 1.410 0.091 0.489 0.753 0.415 0.269 8.21 2484 0.753 0.404 0.247 12.10 3446 0.404 0.251 -0.977 1.784 0.700

362S137-68 0.0713 0.472 1.61 0.928 0.512 1.402 0.110 0.482 0.928 0.512 0.352 10.12 3101 0.928 0.512 0.337 15.33 4699 0.800 0.302 -0.960 1.767 0.705

362S162-33 0.0346 0.261 0.89 0.548 0.302 1.449 0.099 0.614 0.548 0.288 0.166 5.69 1046 0.104 0.297 -1.307 2.046 0.592

362S162-43 0.0451 0.338 1.15 0.704 0.388 1.443 0.126 0.609 0.704 0.388 0.240 7.68 1777 0.229 0.376 -1.295 2.033 0.594

362S162-54 0.0566 0.421 1.43 0.870 0.480 1.437 0.154 0.604 0.870 0.480 0.312 9.48 2484 0.870 0.466 0.286 13.96 3446 0.450 0.457 -1.282 2.019 0.597

362S162-68 0.0713 0.525 1.79 1.074 0.593 1.430 0.187 0.597 1.074 0.593 0.405 11.71 3101 1.074 0.593 0.390 17.74 4699 0.890 0.552 -1.265 2.000 0.600

362S162-97 0.1017 0.734 2.50 1.469 0.811 1.415 0.249 0.582 1.469 0.702 0.582 13.87 4342 1.469 0.806 0.580 24.14 6578 2.531 0.723 -1.230 1.963 0.607

362S200-33 0.0346 0.287 0.98 0.631 0.348 1.483 0.162 0.750 0.631 0.304 0.171 6.00 1046 0.115 0.480 -1.647 2.340 0.504

362S200-43 0.0451 0.372 1.27 0.812 0.448 1.478 0.207 0.745 0.812 0.395 0.232 7.81 1777 0.252 0.610 -1.635 2.327 0.506

362S200-54 0.0566 0.464 1.58 1.005 0.555 1.473 0.254 0.740 1.005 0.535 0.335 10.58 2484 1.005 0.466 0.274 13.97 3446 0.495 0.744 -1.621 2.312 0.508

362S200-68 0.0713 0.579 1.97 1.243 0.686 1.466 0.311 0.733 1.243 0.683 0.456 13.50 3101 1.243 0.647 0.407 19.37 4699 0.981 0.904 -1.604 2.293 0.511

362S200-97 0.1017 0.811 2.76 1.706 0.941 1.451 0.418 0.718 1.706 0.825 0.658 16.31 4342 1.706 0.934 0.653 27.97 6578 2.794 1.194 -1.568 2.254 0.516

362S250-43 0.0451 0.428 1.46 0.975 0.538 1.509 0.382 0.944 0.975 0.470 0.280 9.29 1777 0.290 1.230 -2.197 2.828 0.396

362S250-54 0.0566 0.534 1.82 1.207 0.666 1.503 0.471 0.939 1.207 0.601 0.370 11.88 2484 1.195 0.547 0.321 16.37 3446 0.571 1.506 -2.184 2.813 0.397

362S250-68 0.0713 0.668 2.28 1.496 0.825 1.497 0.580 0.932 1.496 0.799 0.518 15.78 3101 1.496 0.687 0.423 20.57 4699 1.132 1.837 -2.166 2.793 0.399

362S250-97 0.1017 0.938 3.20 2.061 1.137 1.483 0.790 0.918 2.061 1.012 0.785 20.01 4342 2.061 1.089 0.731 32.60 6578 3.233 2.452 -2.129 2.752 0.401

362S300-43 0.0451 0.485 1.65 1.133 0.625 1.529 0.628 1.138 1.115 0.530 0.322 10.47 1777 0.329 2.229 -2.775 3.367 0.321

362S300-54 0.0566 0.605 2.06 1.406 0.776 1.524 0.777 1.133 1.405 0.681 0.423 13.46 2484 1.3553 0.61223 0.36197 18.33 3446 0.646 2.736 -2.761 3.351 0.321

362S300-68 0.0713 0.757 2.58 1.744 0.962 1.518 0.960 1.126 1.744 0.862 0.550 17.03 3101 1.733 0.793 0.487 23.74 4699 1.283 3.349 -2.744 3.332 0.322

362S300-97 0.1017 1.065 3.63 2.409 1.329 1.504 1.317 1.112 2.409 1.188 0.895 23.47 4342 2.409 1.212 0.798 36.29 6578 3.671 4.501 -2.707 3.290 0.323

400S137-33 0.0346 0.248 0.85 0.599 0.299 1.554 0.061 0.494 0.599 0.289 0.146 5.71 945 0.099 0.204 -0.964 1.894 0.741

400S137-43 0.0451 0.321 1.09 0.769 0.385 1.548 0.077 0.489 0.769 0.385 0.212 7.60 1777 0.218 0.257 -0.952 1.882 0.744

400S137-54 0.0566 0.400 1.36 0.950 0.475 1.541 0.093 0.483 0.950 0.475 0.278 9.38 2764 0.94972 0.46201 0.25401 13.83 3446 0.427 0.311 -0.939 1.869 0.747

400S137-68 0.0713 0.499 1.70 1.172 0.586 1.533 0.113 0.476 1.172 0.586 0.366 11.58 3454 1.17155 0.58578 0.34832 17.54 5233 0.845 0.375 -0.923 1.852 0.751

400S162-33 0.0346 0.274 0.93 0.688 0.344 1.585 0.102 0.610 0.688 0.328 0.169 6.48 945 0.109 0.363 -1.262 2.116 0.644

400S162-43 0.0451 0.355 1.21 0.885 0.443 1.579 0.130 0.605 0.885 0.442 0.246 8.74 1777 0.241 0.460 -1.250 2.103 0.647

400S162-54 0.0566 0.442 1.51 1.094 0.547 1.573 0.159 0.599 1.094 0.547 0.320 10.81 2764 1.094 0.532 0.293 15.92 3446 0.472 0.560 -1.237 2.089 0.649

400S162-68 0.0713 0.552 1.88 1.353 0.676 1.565 0.193 0.592 1.353 0.676 0.420 13.36 3454 1.353 0.676 0.402 20.25 5233 0.935 0.677 -1.220 2.071 0.653

400S162-97 0.1017 0.772 2.63 1.855 0.927 1.550 0.257 0.577 1.854 0.865 0.620 17.09 4845 1.854 0.927 0.605 27.76 7341 2.663 0.889 -1.186 2.035 0.660

400S200-33 0.0346 0.300 1.02 0.790 0.395 1.623 0.167 0.747 0.790 0.346 0.174 6.83 945 0.120 0.587 -1.596 2.396 0.556

400S200-43 0.0451 0.389 1.32 1.017 0.509 1.618 0.214 0.742 1.017 0.450 0.238 8.88 1777 0.264 0.746 -1.584 2.382 0.558

400S200-54 0.0566 0.485 1.65 1.260 0.630 1.612 0.263 0.736 1.259 0.608 0.344 12.01 2764 1.259 0.532 0.281 15.92 3446 0.518 0.911 -1.570 2.368 0.560

400S200-68 0.0713 0.606 2.06 1.559 0.780 1.605 0.322 0.729 1.559 0.777 0.471 15.35 3454 1.559 0.735 0.419 22.02 5233 1.026 1.108 -1.553 2.349 0.563

400S200-97 0.1017 0.849 2.89 2.144 1.072 1.590 0.433 0.714 2.144 1.006 0.696 19.87 4845 2.144 1.068 0.677 31.99 7341 2.926 1.468 -1.518 2.311 0.569

400S250-43 0.0451 0.445 1.52 1.217 0.608 1.653 0.396 0.943 1.217 0.533 0.285 10.54 1777 0.302 1.486 -2.137 2.862 0.442

400S250-54 0.0566 0.555 1.89 1.509 0.754 1.648 0.488 0.937 1.509 0.681 0.379 13.46 2764 1.491 0.621 0.328 18.60 3446 0.593 1.821 -2.124 2.847 0.444

400S250-68 0.0713 0.695 2.37 1.871 0.936 1.641 0.601 0.931 1.871 0.904 0.533 17.87 3454 1.871 0.781 0.434 23.38 5233 1.177 2.225 -2.106 2.828 0.445

400S250-97 0.1017 0.976 3.33 2.583 1.292 1.627 0.819 0.916 2.583 1.220 0.823 24.11 4845 2.583 1.236 0.756 37.00 7341 3.364 2.978 -2.070 2.788 0.449

400S300-43 0.0451 0.502 1.71 1.413 0.706 1.678 0.651 1.139 1.390 0.601 0.328 11.87 1777 0.340 2.661 -2.708 3.384 0.359

400S300-54 0.0566 0.626 2.13 1.753 0.877 1.673 0.805 1.134 1.753 0.772 0.432 15.25 2764 1.689 0.695 0.369 20.81 3446 0.669 3.269 -2.694 3.368 0.360

400S300-68 0.0713 0.784 2.67 2.177 1.089 1.667 0.996 1.127 2.177 0.975 0.564 19.28 3454 2.162 0.899 0.499 26.92 5233 1.328 4.007 -2.677 3.348 0.361

400S300-97 0.1017 1.103 3.76 3.013 1.507 1.653 1.366 1.113 3.013 1.420 0.933 28.06 4845 3.013 1.373 0.823 41.11 7341 3.802 5.398 -2.640 3.308 0.363

550S137-33 0.0346 0.300 1.02 1.276 0.464 2.062 0.066 0.470 1.275 0.449 0.155 8.87 674 0.120 0.411 -0.839 2.275 0.864

550S137-43 0.0451 0.389 1.32 1.642 0.597 2.055 0.084 0.465 1.642 0.597 0.227 11.80 1500 0.264 0.520 -0.829 2.264 0.866

550S137-54 0.0566 0.485 1.65 2.033 0.739 2.048 0.102 0.459 2.032 0.739 0.302 14.60 2799 2.032 0.720 0.273 21.57 2977 0.518 0.632 -0.817 2.252 0.868

550S137-68 0.0713 0.606 2.06 2.516 0.915 2.039 0.124 0.452 2.516 0.915 0.407 18.08 4442 2.516 0.915 0.380 27.39 5468 1.026 0.764 -0.802 2.237 0.872

550S162-33 0.0346 0.326 1.11 1.451 0.528 2.110 0.113 0.588 1.451 0.505 0.178 9.99 674 0.130 0.713 -1.113 2.456 0.795

550S162-43 0.0451 0.423 1.44 1.870 0.680 2.104 0.143 0.582 1.870 0.680 0.261 13.44 1500 0.287 0.905 -1.101 2.445 0.797

550S162-54 0.0566 0.527 1.80 2.318 0.843 2.097 0.175 0.577 2.318 0.843 0.345 16.65 2799 2.318 0.820 0.312 24.54 2977 0.563 1.105 -1.089 2.432 0.800

550S162-68 0.0713 0.659 2.25 2.874 1.045 2.088 0.214 0.570 2.874 1.045 0.460 20.65 4442 2.874 1.045 0.434 31.29 5468 1.117 1.342 -1.073 2.416 0.803

550S162-97 0.1017 0.925 3.15 3.965 1.442 2.071 0.285 0.555 3.964 1.442 0.717 28.49 6859 3.964 1.442 0.675 43.16 10392 3.189 1.775 -1.041 2.383 0.809

550S200-33 0.0346 0.352 1.20 1.645 0.598 2.162 0.186 0.726 1.644 0.530 0.182 10.47 674 0.140 1.153 -1.423 2.688 0.720

550S200-43 0.0451 0.456 1.56 2.122 0.772 2.156 0.237 0.721 2.121 0.689 0.253 13.61 1500 0.309 1.470 -1.412 2.676 0.722

550S200-54 0.0566 0.570 1.94 2.633 0.957 2.150 0.291 0.715 2.632 0.925 0.368 18.27 2799 2.632 0.821 0.301 24.57 2977 0.608 1.799 -1.399 2.663 0.724

550S200-68 0.0713 0.712 2.43 3.268 1.188 2.142 0.357 0.708 3.268 1.184 0.511 23.39 4442 3.268 1.124 0.451 33.64 5468 1.207 2.196 -1.382 2.646 0.727

550S200-97 0.1017 1.001 3.41 4.521 1.644 2.125 0.481 0.693 4.520 1.644 0.794 32.48 6859 4.520 1.638 0.747 49.05 10392 3.452 2.931 -1.348 2.610 0.733

550S250-43 0.0451 0.513 1.75 2.511 0.913 2.213 0.442 0.928 2.511 0.809 0.300 15.98 1500 0.348 2.837 -1.931 3.080 0.607

550S250-54 0.0566 0.640 2.18 3.120 1.134 2.207 0.545 0.923 3.119 1.030 0.403 20.35 2799 3.076 0.948 0.348 28.38 2977 0.684 3.486 -1.918 3.066 0.609

550S250-68 0.0713 0.802 2.73 3.879 1.411 2.200 0.672 0.916 3.878 1.362 0.573 26.92 4442 3.878 1.192 0.466 35.69 5468 1.358 4.274 -1.901 3.048 0.611

550S250-97 0.1017 1.128 3.85 5.384 1.958 2.184 0.915 0.901 5.383 1.957 0.921 38.68 6859 5.383 1.872 0.826 56.04 10392 3.890 5.761 -1.866 3.011 0.616

PHYSICAL AND STRUCTURAL PROPERTIES FOR STRUCTURAL (S) STUDS

8



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

Section

Designation

550S300-43 0.0451 0.569 1.94 2.895 1.053 2.255 0.729 1.132 2.847 0.909 0.343 17.96 1500 0.386 4.919 -2.473 3.533 0.510

550S300-54 0.0566 0.711 2.42 3.599 1.309 2.250 0.902 1.126 3.599 1.161 0.456 22.94 2799 3.462 1.055 0.388 31.59 2977 0.759 6.059 -2.460 3.519 0.511

550S300-68 0.0713 0.891 3.04 4.480 1.629 2.243 1.116 1.119 4.479 1.465 0.605 28.95 4442 4.437 1.360 0.530 40.72 5468 1.509 7.451 -2.442 3.500 0.513

550S300-97 0.1017 1.255 4.28 6.233 2.266 2.228 1.533 1.105 6.232 2.241 1.030 44.28 6859 6.232 2.067 0.893 61.90 10392 4.328 10.108 -2.407 3.461 0.516

600S137-33 0.0346 0.317 1.08 1.573 0.524 2.227 0.068 0.463 1.573 0.508 0.157 10.03 616 0.127 0.500 -0.805 2.413 0.889

600S137-43 0.0451 0.411 1.40 2.027 0.676 2.220 0.086 0.457 2.026 0.675 0.230 13.35 1369 0.279 0.633 -0.795 2.402 0.890

600S137-54 0.0566 0.513 1.75 2.510 0.837 2.212 0.105 0.452 2.510 0.837 0.308 16.53 2716 2.510 0.816 0.278 24.43 2716 0.548 0.769 -0.783 2.390 0.893

600S137-68 0.0713 0.641 2.19 3.110 1.037 2.202 0.126 0.444 3.109 1.036 0.416 20.48 4442 3.109 1.036 0.388 31.03 5457 1.087 0.930 -0.769 2.375 0.895

600S162-33 0.0346 0.343 1.17 1.784 0.595 2.280 0.115 0.580 1.783 0.570 0.180 11.27 616 0.137 0.861 -1.071 2.585 0.828

600S162-43 0.0451 0.445 1.52 2.301 0.767 2.273 0.147 0.575 2.300 0.767 0.264 15.15 1369 0.302 1.095 -1.060 2.573 0.830

600S162-54 0.0566 0.555 1.89 2.853 0.951 2.266 0.180 0.569 2.853 0.951 0.350 18.79 2716 2.853 0.925 0.317 27.70 2716 0.593 1.337 -1.048 2.561 0.833

600S162-68 0.0713 0.695 2.37 3.540 1.180 2.258 0.219 0.562 3.539 1.180 0.469 23.31 4442 3.539 1.180 0.441 35.32 5457 1.177 1.626 -1.033 2.545 0.835

600S162-97 0.1017 0.976 3.33 4.892 1.631 2.239 0.292 0.547 4.891 1.630 0.738 32.21 7530 4.891 1.630 0.691 48.81 11124 3.364 2.153 -1.001 2.513 0.841

600S200-33 0.0346 0.369 1.26 2.015 0.672 2.336 0.190 0.718 2.014 0.586 0.184 11.58 616 0.147 1.394 -1.375 2.804 0.760

600S200-43 0.0451 0.479 1.63 2.600 0.867 2.330 0.244 0.713 2.600 0.776 0.256 15.34 1369 0.325 1.778 -1.363 2.792 0.762

600S200-54 0.0566 0.598 2.04 3.228 1.076 2.324 0.299 0.707 3.228 1.040 0.374 20.54 2716 3.228 0.927 0.305 27.75 2716 0.638 2.179 -1.351 2.779 0.764

600S200-68 0.0713 0.748 2.55 4.010 1.337 2.315 0.367 0.700 4.009 1.332 0.520 26.31 4442 4.009 1.265 0.458 37.88 5457 1.268 2.661 -1.335 2.762 0.767

600S200-97 0.1017 1.052 3.59 5.555 1.852 2.298 0.493 0.685 5.554 1.851 0.815 36.58 7530 5.554 1.845 0.764 55.25 11124 3.627 3.557 -1.301 2.728 0.772

600S250-43 0.0451 0.535 1.82 3.067 1.022 2.394 0.455 0.921 3.067 0.908 0.304 17.95 1369 0.363 3.411 -1.872 3.176 0.652

600S250-54 0.0566 0.669 2.28 3.812 1.271 2.388 0.561 0.916 3.811 1.156 0.409 22.83 2716 3.751 1.067 0.352 31.94 2716 0.714 4.194 -1.859 3.162 0.654

600S250-68 0.0713 0.837 2.85 4.743 1.581 2.380 0.691 0.909 4.742 1.527 0.583 30.18 4442 4.742 1.342 0.473 40.17 5457 1.419 5.145 -1.842 3.144 0.657

600S250-97 0.1017 1.179 4.02 6.591 2.197 2.364 0.942 0.894 6.590 2.197 0.942 43.40 7530 6.590 2.101 0.842 62.91 11124 4.065 6.947 -1.808 3.107 0.662

600S300-43 0.0451 0.592 2.02 3.527 1.176 2.442 0.751 1.127 3.469 1.020 0.346 20.15 1369 0.401 5.873 -2.405 3.608 0.556

600S300-54 0.0566 0.739 2.52 4.388 1.463 2.436 0.930 1.121 4.387 1.301 0.462 25.70 2716 4.219 1.185 0.393 35.49 2716 0.790 7.238 -2.392 3.593 0.557

600S300-68 0.0713 0.926 3.16 5.465 1.822 2.429 1.150 1.114 5.464 1.641 0.614 32.42 4442 5.408 1.527 0.538 45.71 5457 1.570 8.907 -2.375 3.575 0.559

600S300-97 0.1017 1.306 4.45 7.611 2.537 2.414 1.580 1.100 7.610 2.508 1.051 49.56 7530 7.610 2.317 0.910 69.36 11124 4.504 12.103 -2.339 3.537 0.563

800S137-33 0.0346 0.387 1.32 3.182 0.796 2.869 0.073 0.433 3.181 0.664 0.162 13.12 457 0.154 0.957 -0.695 2.984 0.946

800S137-43 0.0451 0.502 1.71 4.107 1.027 2.862 0.092 0.428 4.106 1.026 0.240 20.28 1014 0.340 1.214 -0.685 2.974 0.947

800S137-54 0.0566 0.626 2.13 5.098 1.274 2.853 0.112 0.422 5.096 1.274 0.324 25.17 2010 5.096 1.246 0.290 37.30 2010 0.669 1.478 -0.675 2.962 0.948

800S137-68 0.0713 0.784 2.67 6.331 1.583 2.842 0.135 0.415 6.329 1.582 0.442 31.27 4034 6.329 1.582 0.408 47.37 4034 1.328 1.789 -0.662 2.948 0.950

800S162-33 0.0346 0.412 1.41 3.567 0.892 2.941 0.124 0.549 3.566 0.749 0.185 14.80 457 0.165 1.630 -0.935 3.134 0.911

800S162-43 0.0451 0.535 1.82 4.607 1.152 2.933 0.158 0.544 4.605 1.151 0.273 22.75 1014 0.363 2.076 -0.925 3.123 0.912

800S162-54 0.0566 0.669 2.28 5.724 1.431 2.926 0.194 0.538 5.722 1.430 0.366 28.27 2010 5.722 1.395 0.329 41.75 2010 0.714 2.539 -0.914 3.112 0.914

800S162-68 0.0713 0.837 2.85 7.118 1.779 2.916 0.236 0.531 7.115 1.779 0.496 35.15 4034 7.115 1.779 0.461 53.26 4034 1.419 3.093 -0.899 3.097 0.916

800S162-97 0.1017 1.179 4.02 9.881 2.470 2.895 0.314 0.516 9.878 2.470 0.798 48.80 9037 9.878 2.470 0.737 73.94 11124 4.065 4.114 -0.870 3.066 0.919

800S200-33 0.0346 0.438 1.49 3.978 0.995 3.012 0.206 0.686 3.977 0.768 0.189 15.17 457 0.175 2.642 -1.213 3.319 0.866

800S200-43 0.0451 0.569 1.94 5.142 1.285 3.006 0.264 0.681 5.140 1.126 0.265 22.26 1014 0.386 3.375 -1.202 3.308 0.868

800S200-54 0.0566 0.711 2.42 6.393 1.598 2.998 0.324 0.675 6.392 1.548 0.389 30.59 2010 6.392 1.350 0.317 40.42 2010 0.759 4.142 -1.190 3.296 0.870

800S200-68 0.0713 0.891 3.04 7.958 1.990 2.989 0.397 0.668 7.956 1.982 0.547 39.17 4034 7.956 1.891 0.478 56.62 4034 1.509 5.069 -1.175 3.280 0.872

800S200-97 0.1017 1.255 4.28 11.071 2.768 2.970 0.534 0.652 11.068 2.767 0.875 54.68 9037 11.068 2.759 0.810 82.59 11124 4.328 6.807 -1.144 3.249 0.876

800S250-43 0.0451 0.626 2.13 5.989 1.497 3.094 0.496 0.891 5.987 1.303 0.313 25.75 1014 0.424 6.374 -1.673 3.629 0.787

800S250-54 0.0566 0.782 2.66 7.453 1.863 3.087 0.613 0.885 7.452 1.707 0.424 33.74 2010 7.359 1.525 0.364 45.66 2010 0.835 7.850 -1.661 3.616 0.789

800S250-68 0.0713 0.980 3.34 9.289 2.322 3.079 0.755 0.878 9.287 2.246 0.609 44.39 4034 9.287 2.001 0.494 59.92 4034 1.660 9.652 -1.645 3.599 0.791

800S250-97 0.1017 1.383 4.71 12.958 3.239 3.061 1.029 0.863 12.955 3.239 1.002 64.00 9037 12.955 3.105 0.888 92.96 11124 4.767 13.091 -1.612 3.566 0.796

800S300-43 0.0451 0.682 2.32 6.826 1.706 3.164 0.825 1.100 6.739 1.449 0.355 28.63 1014 0.462 10.781 -2.172 3.992 0.704

800S300-54 0.0566 0.853 2.91 8.501 2.125 3.158 1.021 1.094 8.500 1.908 0.477 37.71 2010 8.230 1.670 0.405 49.99 2010 0.910 13.309 -2.159 3.978 0.706

800S300-68 0.0713 1.069 3.64 10.605 2.651 3.150 1.263 1.087 10.603 2.404 0.640 47.51 4034 10.475 2.254 0.558 67.49 4034 1.811 16.415 -2.142 3.961 0.708

800S300-97 0.1017 1.510 5.15 14.823 3.706 3.133 1.736 1.072 14.820 3.663 1.111 72.38 9037 14.820 3.401 0.956 101.82 11124 5.205 22.406 -2.108 3.926 0.712

925S137-33 0.0346 0.430 1.46 4.572 0.989 3.262 0.075 0.417 4.529 0.760 0.164 15.03 393 0.171 1.330 -0.641 3.350 0.963

925S137-43 0.0451 0.558 1.90 5.905 1.277 3.253 0.095 0.412 5.903 1.171 0.243 23.14 873 0.378 1.688 -0.632 3.340 0.964

925S137-54 0.0566 0.697 2.38 7.337 1.586 3.244 0.115 0.406 7.334 1.586 0.330 31.33 1730 7.334 1.427 0.295 42.72 1730 0.744 2.055 -0.622 3.328 0.965

925S137-68 0.0713 0.873 2.97 9.123 1.972 3.233 0.139 0.399 9.119 1.972 0.453 38.96 3469 9.119 1.972 0.416 59.03 3469 1.479 2.491 -0.609 3.314 0.966

925S162-33 0.0346 0.456 1.55 5.091 1.101 3.342 0.129 0.531 5.034 0.859 0.187 16.98 393 0.182 2.258 -0.867 3.494 0.938

925S162-43 0.0451 0.592 2.02 6.581 1.423 3.335 0.164 0.526 6.578 1.318 0.277 26.05 873 0.401 2.877 -0.858 3.483 0.939

925S162-54 0.0566 0.739 2.52 8.183 1.769 3.327 0.200 0.520 8.180 1.769 0.372 34.95 1730 8.180 1.599 0.334 47.86 1730 0.790 3.521 -0.847 3.472 0.940

925S162-68 0.0713 0.926 3.16 10.186 2.202 3.316 0.244 0.513 10.183 2.202 0.507 43.51 3469 10.183 2.202 0.470 65.92 3469 1.570 4.293 -0.833 3.457 0.942

925S162-97 0.1017 1.306 4.45 14.172 3.064 3.294 0.324 0.498 14.168 3.063 0.824 60.53 9037 14.168 3.063 0.756 91.72 10136 4.504 5.719 -0.806 3.427 0.945

925S200-33 0.0346 0.482 1.64 5.642 1.220 3.423 0.214 0.667 5.640 0.883 0.192 17.45 393 0.192 3.665 -1.131 3.666 0.905

925S200-43 0.0451 0.626 2.13 7.297 1.578 3.415 0.274 0.661 7.295 1.283 0.269 25.35 873 0.424 4.684 -1.121 3.655 0.906

925S200-54 0.0566 0.782 2.66 9.080 1.963 3.408 0.336 0.656 9.077 1.904 0.396 37.63 1730 9.077 1.539 0.322 46.07 1730 0.835 5.751 -1.110 3.643 0.907

925S200-68 0.0713 0.980 3.34 11.312 2.446 3.398 0.412 0.648 11.309 2.437 0.558 48.16 3469 11.309 2.331 0.487 69.80 3469 1.660 7.045 -1.095 3.628 0.909

925S200-97 0.1017 1.383 4.71 15.768 3.409 3.377 0.554 0.633 15.764 3.408 0.900 67.35 9037 15.764 3.398 0.829 101.75 10136 4.767 9.477 -1.066 3.597 0.912

925S250-43 0.0451 0.682 2.32 8.439 1.825 3.518 0.517 0.871 8.436 1.491 0.317 29.46 873 0.462 8.801 -1.571 3.950 0.842

925S250-54 0.0566 0.853 2.91 10.509 2.272 3.511 0.638 0.865 10.506 2.091 0.431 41.32 1730 10.440 1.746 0.369 52.28 1730 0.910 10.847 -1.559 3.937 0.843

925S250-68 0.0713 1.069 3.64 13.108 2.834 3.502 0.786 0.858 13.105 2.745 0.620 54.24 3469 13.105 2.463 0.502 73.75 3469 1.811 13.349 -1.543 3.922 0.845

925S250-97 0.1017 1.510 5.15 18.316 3.960 3.483 1.071 0.842 18.311 3.959 1.027 78.23 9037 18.311 3.802 0.907 113.83 10136 5.205 18.137 -1.512 3.889 0.849

925S300-43 0.0451 0.738 2.52 9.569 2.069 3.600 0.862 1.081 9.504 1.665 0.359 32.90 873 0.501 14.795 -2.050 4.281 0.771

925S300-54 0.0566 0.923 3.15 11.924 2.578 3.594 1.067 1.075 11.922 2.327 0.484 45.99 1730 11.641 1.919 0.410 57.46 1730 0.986 18.277 -2.038 4.269 0.772

925S300-68 0.0713 1.158 3.95 14.886 3.219 3.585 1.320 1.068 14.883 2.931 0.651 57.93 3469 14.692 2.758 0.567 82.58 3469 1.962 22.561 -2.021 4.252 0.774

925S300-97 0.1017 1.637 5.58 20.838 4.505 3.568 1.813 1.053 20.833 4.454 1.136 88.02 9037 20.833 4.149 0.975 124.21 10136 5.643 30.851 -1.988 4.218 0.778

1000S137-33 0.0346 0.456 1.55 5.565 1.113 3.495 0.076 0.408 5.323 0.819 0.165 16.18 363 0.182 1.587 -0.613 3.571 0.971

1000S137-43 0.0451 0.592 2.02 7.191 1.438 3.486 0.096 0.403 7.188 1.253 0.245 24.75 805 0.401 2.014 -0.604 3.561 0.971

1000S137-54 0.0566 0.739 2.52 8.938 1.788 3.477 0.117 0.397 8.935 1.787 0.333 35.31 1596 8.935 1.526 0.297 45.68 1596 0.790 2.454 -0.594 3.549 0.972

1000S137-68 0.0713 0.926 3.16 11.121 2.224 3.465 0.141 0.390 11.116 2.223 0.459 43.93 3200 11.116 2.223 0.420 66.57 3200 1.570 2.975 -0.582 3.535 0.973

9



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

Section

Designation

1000S162-33 0.0346 0.482 1.64 6.175 1.235 3.580 0.131 0.521 5.927 0.926 0.188 18.31 363 0.192 2.692 -0.831 3.712 0.950

1000S162-43 0.0451 0.626 2.13 7.984 1.597 3.573 0.166 0.516 7.981 1.412 0.279 27.91 805 0.424 3.430 -0.822 3.702 0.951

1000S162-54 0.0566 0.782 2.66 9.932 1.986 3.564 0.204 0.510 9.929 1.986 0.376 39.24 1596 9.929 1.713 0.336 51.27 1596 0.835 4.198 -0.812 3.691 0.952

1000S162-68 0.0713 0.980 3.34 12.370 2.474 3.553 0.248 0.503 12.366 2.473 0.512 48.87 3200 12.366 2.473 0.474 74.05 3200 1.660 5.121 -0.799 3.676 0.953

1000S162-97 0.1017 1.383 4.71 17.231 3.446 3.530 0.330 0.488 17.225 3.445 0.836 68.07 9037 17.225 3.445 0.765 103.14 9345 4.767 6.827 -0.772 3.646 0.955

1000S200-33 0.0346 0.508 1.73 6.819 1.364 3.665 0.218 0.655 6.677 0.953 0.193 18.83 363 0.203 4.372 -1.088 3.879 0.921

1000S200-43 0.0451 0.659 2.25 8.822 1.764 3.658 0.279 0.650 8.819 1.378 0.271 27.24 805 0.447 5.589 -1.078 3.868 0.922

1000S200-54 0.0566 0.824 2.81 10.981 2.196 3.650 0.342 0.644 10.978 2.122 0.399 41.94 1596 10.978 1.653 0.325 49.50 1596 0.880 6.865 -1.067 3.857 0.923

1000S200-68 0.0713 1.033 3.52 13.688 2.738 3.640 0.419 0.637 13.684 2.728 0.563 53.91 3200 13.684 2.613 0.491 78.24 3200 1.751 8.412 -1.053 3.842 0.925

1000S200-97 0.1017 1.459 4.97 19.099 3.820 3.618 0.564 0.622 19.093 3.819 0.912 75.46 9037 19.093 3.808 0.838 114.01 9345 5.030 11.324 -1.024 3.811 0.928

1000S250-43 0.0451 0.716 2.44 10.162 2.032 3.768 0.528 0.859 10.159 1.604 0.319 31.70 805 0.485 10.481 -1.516 4.151 0.867

1000S250-54 0.0566 0.895 3.05 12.659 2.532 3.761 0.651 0.853 12.656 2.274 0.434 44.94 1596 12.624 1.880 0.372 56.27 1596 0.956 12.922 -1.504 4.139 0.868

1000S250-68 0.0713 1.122 3.83 15.796 3.159 3.751 0.803 0.846 15.792 3.062 0.625 60.50 3200 15.792 2.659 0.506 79.61 3200 1.902 15.909 -1.489 4.124 0.870

1000S250-97 0.1017 1.586 5.41 22.091 4.418 3.732 1.094 0.830 22.085 4.417 1.039 87.28 9037 22.085 4.246 0.916 127.11 9345 5.468 21.632 -1.458 4.092 0.873

1000S300-43 0.0451 0.772 2.63 11.489 2.298 3.857 0.882 1.069 11.445 1.795 0.361 35.47 805 0.523 17.572 -1.984 4.468 0.803

1000S300-54 0.0566 0.966 3.29 14.321 2.864 3.851 1.091 1.063 14.318 2.513 0.487 49.66 1596 14.041 2.069 0.412 61.95 1596 1.031 21.714 -1.972 4.455 0.804

1000S300-68 0.0713 1.212 4.13 17.885 3.577 3.842 1.350 1.056 17.881 3.266 0.657 64.53 3200 17.712 2.961 0.571 88.65 3200 2.053 26.816 -1.956 4.439 0.806

1000S300-97 0.1017 1.713 5.84 25.055 5.011 3.824 1.855 1.040 25.049 4.955 1.149 97.91 9037 25.049 4.623 0.984 138.43 9345 5.906 36.699 -1.924 4.405 0.809

1125S137-33 0.0346 0.499 1.70 7.509 1.335 3.879 0.077 0.394 6.831 0.918 0.167 18.13 322 0.199 2.072 -0.571 3.941 0.979

1125S137-43 0.0451 0.648 2.21 9.708 1.726 3.870 0.098 0.389 9.704 1.392 0.248 27.51 714 0.439 2.630 -0.562 3.930 0.980

1125S137-54 0.0566 0.810 2.76 12.075 2.147 3.861 0.119 0.383 12.070 1.982 0.337 39.16 1414 12.070 1.695 0.301 50.76 1414 0.865 3.205 -0.553 3.919 0.980

1125S137-68 0.0713 1.016 3.46 15.037 2.673 3.848 0.144 0.376 15.031 2.672 0.466 52.80 2834 15.031 2.515 0.426 75.29 2834 1.721 3.887 -0.542 3.904 0.981

1125S162-33 0.0346 0.525 1.79 8.285 1.473 3.973 0.134 0.505 7.616 1.039 0.190 20.53 322 0.209 3.511 -0.778 4.080 0.964

1125S162-43 0.0451 0.682 2.32 10.719 1.906 3.965 0.170 0.500 10.715 1.573 0.282 31.08 714 0.462 4.475 -0.769 4.070 0.964

1125S162-54 0.0566 0.853 2.91 13.342 2.372 3.956 0.208 0.494 13.337 2.209 0.380 43.64 1414 13.337 1.906 0.340 57.07 1414 0.910 5.479 -0.760 4.058 0.965

1125S162-68 0.0713 1.069 3.64 16.631 2.957 3.944 0.254 0.487 16.625 2.956 0.519 58.40 2834 16.625 2.800 0.479 83.82 2834 1.811 6.687 -0.747 4.044 0.966

1125S162-97 0.1017 1.510 5.15 23.203 4.125 3.920 0.338 0.473 23.195 4.123 0.853 81.48 8269 23.195 4.123 0.778 123.46 8269 5.205 8.922 -0.721 4.014 0.968

1125S200-33 0.0346 0.551 1.88 9.101 1.618 4.065 0.224 0.637 8.562 1.069 0.194 21.13 322 0.220 5.710 -1.023 4.240 0.942

1125S200-43 0.0451 0.716 2.44 11.781 2.094 4.057 0.286 0.632 11.777 1.539 0.274 30.41 714 0.485 7.302 -1.013 4.229 0.943

1125S200-54 0.0566 0.895 3.05 14.672 2.608 4.049 0.351 0.626 14.667 2.343 0.403 46.29 1414 14.667 1.847 0.328 55.29 1414 0.956 8.972 -1.003 4.218 0.943

1125S200-68 0.0713 1.122 3.83 18.301 3.254 4.038 0.430 0.619 18.295 3.243 0.570 64.08 2834 18.295 2.896 0.496 86.70 2834 1.902 11.000 -0.989 4.203 0.945

1125S200-97 0.1017 1.586 5.41 25.573 4.546 4.016 0.579 0.604 25.565 4.545 0.929 89.81 8269 25.565 4.532 0.851 135.70 8269 5.468 14.823 -0.961 4.173 0.947

1125S250-43 0.0451 0.772 2.63 13.486 2.397 4.179 0.544 0.839 13.482 1.795 0.321 35.46 714 0.523 13.666 -1.433 4.497 0.898

1125S250-54 0.0566 0.966 3.29 16.808 2.988 4.172 0.671 0.833 16.803 2.525 0.438 49.89 1414 16.803 2.103 0.375 62.98 1414 1.031 16.854 -1.422 4.485 0.900

1125S250-68 0.0713 1.212 4.13 20.986 3.731 4.162 0.827 0.826 20.980 3.620 0.632 71.53 2834 20.980 2.954 0.512 88.46 2834 2.053 20.762 -1.407 4.470 0.901

1125S250-97 0.1017 1.713 5.84 29.385 5.224 4.142 1.126 0.811 29.376 5.222 1.056 103.20 8269 29.376 5.028 0.929 150.53 8269 5.906 28.262 -1.377 4.439 0.904

1125S300-43 0.0451 0.828 2.82 15.176 2.698 4.280 0.911 1.048 15.172 2.013 0.364 39.77 714 0.562 22.836 -1.884 4.793 0.845

1125S300-54 0.0566 1.037 3.53 18.925 3.365 4.273 1.127 1.043 18.921 2.799 0.491 55.32 1414 18.627 2.320 0.416 69.46 1414 1.107 28.231 -1.872 4.780 0.847

1125S300-68 0.0713 1.301 4.43 23.648 4.204 4.264 1.394 1.035 23.642 3.853 0.664 76.14 2834 23.557 3.300 0.576 98.80 2834 2.204 34.884 -1.857 4.765 0.848

1125S300-97 0.1017 1.840 6.27 33.165 5.896 4.245 1.916 1.020 33.156 5.831 1.166 115.23 8269 33.156 5.458 0.997 163.40 8269 6.345 47.797 -1.825 4.732 0.851

1200S137-33 0.0346 0.525 1.79 8.860 1.477 4.108 0.078 0.386 7.848 0.977 0.167 19.31 301 0.209 2.398 -0.548 4.163 0.983

1200S137-43 0.0451 0.682 2.32 11.459 1.910 4.099 0.099 0.381 11.268 1.478 0.249 29.20 668 0.462 3.043 -0.540 4.152 0.983

1200S137-54 0.0566 0.853 2.91 14.258 2.376 4.089 0.120 0.376 14.252 2.090 0.340 41.29 1323 14.252 1.799 0.302 53.87 1323 0.910 3.709 -0.532 4.141 0.984

1200S137-68 0.0713 1.069 3.64 17.764 2.961 4.077 0.145 0.369 17.757 2.959 0.469 58.48 2652 17.757 2.649 0.429 79.30 2652 1.811 4.499 -0.520 4.126 0.984

1200S162-33 0.0346 0.551 1.88 9.747 1.624 4.206 0.135 0.496 8.751 1.107 0.190 21.87 301 0.220 4.061 -0.750 4.301 0.970

1200S162-43 0.0451 0.716 2.44 12.613 2.102 4.198 0.173 0.491 12.340 1.671 0.283 33.01 668 0.485 5.177 -0.741 4.291 0.970

1200S162-54 0.0566 0.895 3.05 15.705 2.618 4.189 0.211 0.485 15.699 2.333 0.382 46.10 1323 15.699 2.024 0.341 60.61 1323 0.956 6.340 -0.731 4.280 0.971

1200S162-68 0.0713 1.122 3.83 19.584 3.264 4.177 0.257 0.479 19.576 3.263 0.523 64.47 2652 19.576 2.955 0.482 88.46 2652 1.902 7.739 -0.719 4.265 0.972

1200S162-97 0.1017 1.586 5.41 27.347 4.558 4.152 0.342 0.464 27.336 4.556 0.861 90.03 7735 27.336 4.556 0.784 136.41 7735 5.468 10.331 -0.694 4.236 0.973

1200S200-33 0.0346 0.577 1.97 10.675 1.779 4.302 0.227 0.627 9.826 1.139 0.195 22.52 301 0.230 6.611 -0.988 4.458 0.951

1200S200-43 0.0451 0.750 2.55 13.822 2.304 4.294 0.290 0.622 13.817 1.636 0.275 32.33 668 0.508 8.455 -0.978 4.448 0.952

1200S200-54 0.0566 0.938 3.20 17.219 2.870 4.286 0.356 0.616 17.213 2.478 0.405 48.97 1323 17.213 1.964 0.330 58.80 1323 1.001 10.391 -0.968 4.437 0.952

1200S200-68 0.0713 1.176 4.01 21.486 3.581 4.275 0.436 0.609 21.479 3.569 0.574 70.53 2652 21.479 3.062 0.499 91.67 2652 1.993 12.743 -0.955 4.422 0.953

1200S200-97 0.1017 1.662 5.67 30.046 5.008 4.252 0.586 0.594 30.036 5.006 0.937 98.92 7735 30.036 4.993 0.857 149.48 7735 5.731 17.180 -0.928 4.392 0.955

1200S250-43 0.0451 0.806 2.75 15.767 2.628 4.423 0.552 0.828 15.762 1.910 0.323 37.73 668 0.546 15.812 -1.388 4.709 0.913

1200S250-54 0.0566 1.008 3.44 19.656 3.276 4.415 0.681 0.822 19.650 2.676 0.440 52.89 1323 19.650 2.239 0.377 67.03 1323 1.077 19.505 -1.377 4.697 0.914

1200S250-68 0.0713 1.265 4.31 24.550 4.092 4.405 0.839 0.815 24.542 3.973 0.636 78.50 2652 24.542 3.134 0.515 93.82 2652 2.144 24.034 -1.363 4.683 0.915

1200S250-97 0.1017 1.789 6.10 34.398 5.733 4.384 1.144 0.799 34.387 5.731 1.065 113.25 7735 34.387 5.523 0.936 165.35 7735 6.169 32.734 -1.333 4.652 0.918

1200S300-43 0.0451 0.862 2.94 17.696 2.949 4.530 0.926 1.036 17.692 2.144 0.365 42.36 668 0.585 26.386 -1.830 4.994 0.866

1200S300-54 0.0566 1.079 3.68 22.073 3.679 4.523 1.146 1.031 22.067 2.972 0.493 58.74 1323 21.909 2.471 0.417 73.99 1323 1.152 32.627 -1.818 4.982 0.867

1200S300-68 0.0713 1.354 4.62 27.589 4.598 4.514 1.418 1.023 27.582 4.206 0.668 83.11 2652 27.582 3.505 0.579 104.93 2652 2.295 40.327 -1.803 4.967 0.868

1200S300-97 0.1017 1.917 6.53 38.715 6.452 4.494 1.948 1.008 38.704 6.383 1.174 126.13 7735 38.704 5.984 1.003 179.16 7735 6.607 55.286 -1.772 4.935 0.871

1400S137-33 0.0346 0.594 2.02 13.205 1.886 4.714 0.080 0.367 10.971 1.138 0.169 22.49 257 0.237 3.393 -0.497 4.755 0.989

1400S137-43 0.0451 0.772 2.63 17.091 2.442 4.705 0.101 0.362 15.506 1.711 0.252 33.81 571 0.523 4.308 -0.489 4.744 0.989

1400S137-54 0.0566 0.966 3.29 21.284 3.041 4.694 0.123 0.357 21.275 2.390 0.344 47.23 1130 19.698 2.082 0.306 62.35 1130 1.031 5.251 -0.481 4.732 0.990

1400S137-68 0.0713 1.212 4.13 26.547 3.792 4.681 0.149 0.350 26.535 3.484 0.477 68.84 2264 26.535 3.024 0.435 90.55 2264 2.053 6.372 -0.471 4.718 0.990

1400S162-33 0.0346 0.620 2.11 14.421 2.060 4.823 0.139 0.474 12.230 1.289 0.192 25.48 257 0.247 5.748 -0.683 4.894 0.981

1400S162-43 0.0451 0.806 2.75 18.675 2.668 4.814 0.177 0.469 17.056 1.935 0.286 38.25 571 0.546 7.331 -0.675 4.883 0.981

1400S162-54 0.0566 1.008 3.44 23.269 3.324 4.804 0.217 0.464 23.260 2.675 0.387 52.86 1130 21.630 2.345 0.345 70.20 1130 1.077 8.980 -0.666 4.872 0.981

1400S162-68 0.0713 1.265 4.31 29.044 4.149 4.791 0.264 0.457 29.031 3.844 0.531 75.95 2264 29.031 3.383 0.488 101.29 2264 2.144 10.966 -0.655 4.858 0.982

1400S162-97 0.1017 1.789 6.10 40.637 5.805 4.765 0.351 0.443 40.620 5.803 0.880 114.67 6598 40.620 5.803 0.798 173.74 6598 6.169 14.651 -0.632 4.827 0.983

1400S200-33 0.0346 0.646 2.20 15.686 2.241 4.928 0.234 0.601 13.700 1.328 0.196 26.23 257 0.258 9.380 -0.905 5.046 0.968

1400S200-43 0.0451 0.840 2.86 20.322 2.903 4.919 0.299 0.596 19.238 1.899 0.278 37.52 571 0.569 12.001 -0.896 5.036 0.968

1400S200-54 0.0566 1.051 3.58 25.333 3.619 4.910 0.367 0.591 25.323 2.847 0.410 56.26 1130 24.485 2.280 0.333 68.26 1130 1.122 14.755 -0.887 5.024 0.969

10



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

Section

Designation

1400S200-68 0.0713 1.319 4.49 31.637 4.520 4.898 0.449 0.584 31.625 4.198 0.582 82.95 2264 31.625 3.516 0.505 105.27 2264 2.234 18.101 -0.874 5.010 0.970

1400S200-97 0.1017 1.866 6.36 44.320 6.331 4.874 0.604 0.569 44.303 6.329 0.956 125.06 6598 44.303 6.313 0.871 189.03 6598 6.432 24.428 -0.849 4.980 0.971

1400S250-43 0.0451 0.896 3.05 22.985 3.284 5.064 0.571 0.799 21.858 2.218 0.325 43.83 571 0.608 22.425 -1.282 5.285 0.941

1400S250-54 0.0566 1.121 3.82 28.670 4.096 5.056 0.705 0.793 28.660 3.087 0.445 61.00 1130 27.853 2.602 0.380 77.89 1130 1.198 27.675 -1.271 5.273 0.942

1400S250-68 0.0713 1.408 4.80 35.834 5.119 5.045 0.869 0.786 35.822 4.620 0.644 91.29 2264 35.822 3.618 0.521 108.34 2264 2.385 34.118 -1.257 5.259 0.943

1400S250-97 0.1017 1.993 6.79 50.285 7.184 5.023 1.183 0.771 50.268 7.181 1.083 141.90 6598 50.268 6.936 0.949 207.67 6598 6.870 46.520 -1.229 5.229 0.945

1400S300-43 0.0451 0.953 3.25 25.630 3.661 5.187 0.962 1.005 24.546 2.494 0.368 49.29 571 0.646 37.335 -1.699 5.550 0.906

1400S300-54 0.0566 1.192 4.06 31.985 4.569 5.180 1.191 1.000 31.975 3.438 0.498 67.93 1130 31.191 2.876 0.421 86.11 1130 1.273 46.187 -1.688 5.539 0.907

1400S300-68 0.0713 1.497 5.10 40.003 5.715 5.170 1.474 0.992 39.991 4.813 0.676 95.10 2264 39.991 4.055 0.585 121.41 2264 2.536 57.119 -1.674 5.524 0.908

1400S300-97 0.1017 2.120 7.22 56.209 8.030 5.149 2.024 0.977 56.192 7.947 1.192 157.04 6598 56.192 7.477 1.017 223.86 6598 7.309 78.400 -1.644 5.493 0.910



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

250T125-33 0.0346 0.173 0.59 0.194 0.146 1.059 0.027 0.397 0.168 0.104 0.107 2.06 1046 0.069 0.033 -0.759 1.362 0.689

250T125-43 0.0451 0.225 0.77 0.254 0.189 1.062 0.035 0.395 0.235 0.150 0.168 2.96 1432 0.153 0.043 -0.754 1.360 0.693

250T125-54 0.0566 0.282 0.96 0.320 0.236 1.065 0.043 0.392 0.312 0.204 0.244 4.04 1798 0.299 0.190 0.215 5.68 2724 0.302 0.054 -0.748 1.359 0.697

250T125-68 0.0713 0.355 1.21 0.406 0.296 1.068 0.054 0.390 0.405 0.279 0.339 5.52 2265 0.399 0.260 0.313 7.78 3431 0.602 0.068 -0.741 1.357 0.702

250T125-97 0.1017 0.505 1.72 0.585 0.419 1.076 0.074 0.384 0.585 0.438 0.505 8.65 3230 0.585 0.416 0.504 12.47 4894 1.742 0.096 -0.726 1.354 0.712

250T200-33 0.0346 0.225 0.77 0.283 0.213 1.123 0.097 0.658 0.206 0.114 0.109 2.26 1046 0.090 0.120 -1.417 1.924 0.458

362T125-33 0.0346 0.212 0.72 0.441 0.233 1.443 0.030 0.377 0.389 0.176 0.111 3.47 1001 0.085 0.076 -0.657 1.630 0.837

362T125-43 0.0451 0.276 0.94 0.576 0.303 1.445 0.039 0.375 0.538 0.248 0.177 4.90 1777 0.187 0.099 -0.653 1.630 0.840

362T125-54 0.0566 0.346 1.18 0.725 0.379 1.448 0.048 0.373 0.708 0.334 0.262 6.60 2638 0.681 0.314 0.226 9.39 3446 0.370 0.124 -0.648 1.629 0.842

362T125-68 0.0713 0.435 1.48 0.916 0.475 1.451 0.060 0.370 0.206 0.114 0.109 2.26 1046 0.194 0.106 0.093 3.17 1288 0.738 0.155 -0.641 1.629 0.845

362T125-97 0.1017 0.620 2.11 1.316 0.671 1.457 0.082 0.364 1.315 0.698 0.620 13.79 4740 1.315 0.668 0.597 20.00 7183 2.137 0.218 -0.628 1.628 0.851

362T200-33 0.0346 0.264 0.90 0.624 0.329 1.538 0.110 0.645 0.469 0.192 0.113 3.80 1001 0.105 0.272 -1.269 2.096 0.633

362T200-43 0.0451 0.344 1.17 0.816 0.428 1.541 0.142 0.643 0.659 0.274 0.182 5.42 1777 0.233 0.355 -1.264 2.094 0.636

362T200-54 0.0566 0.431 1.47 1.028 0.536 1.544 0.177 0.640 0.884 0.374 0.272 7.39 2638 0.837 0.347 0.233 10.40 3446 0.460 0.445 -1.258 2.092 0.638

362T200-68 0.0713 0.542 1.85 1.301 0.674 1.548 0.221 0.638 1.190 0.516 0.404 10.19 3323 1.128 0.477 0.350 14.27 5036 0.919 0.560 -1.251 2.090 0.642

362T200-97 0.1017 0.772 2.63 1.872 0.955 1.557 0.309 0.632 1.859 0.846 0.702 16.72 4740 1.781 0.782 0.638 23.40 7183 2.663 0.796 -1.235 2.086 0.649

362T300-33 0.0346 0.333 1.13 0.868 0.458 1.614 0.327 0.992 0.552 0.200 0.114 3.96 1001 0.133 0.819 -2.157 2.871 0.435

362T300-43 0.0451 0.434 1.48 1.135 0.596 1.618 0.425 0.990 0.779 0.294 0.185 5.81 1777 0.294 1.070 -2.151 2.868 0.437

362T300-54 0.0566 0.544 1.85 1.431 0.747 1.622 0.531 0.988 1.057 0.404 0.277 7.98 2638 0.991 0.373 0.236 11.17 3446 0.581 1.345 -2.145 2.865 0.439

362T300-68 0.0713 0.685 2.33 1.813 0.939 1.627 0.665 0.985 1.444 0.562 0.415 11.11 3323 1.352 0.515 0.357 15.43 5036 1.161 1.697 -2.137 2.860 0.442

362T300-97 0.1017 0.976 3.33 2.615 1.333 1.637 0.937 0.980 2.330 0.945 0.734 18.68 4740 2.190 0.860 0.659 25.76 7183 3.364 2.432 -2.120 2.852 0.448

400T125-33 0.0346 0.225 0.77 0.552 0.265 1.567 0.031 0.371 0.489 0.203 0.112 4.01 905 0.090 0.095 -0.630 1.729 0.867

400T125-43 0.0451 0.293 1.00 0.721 0.345 1.569 0.040 0.369 0.674 0.285 0.179 5.63 1777 0.199 0.124 -0.625 1.729 0.869

400T125-54 0.0566 0.367 1.25 0.907 0.431 1.571 0.049 0.366 0.886 0.383 0.265 7.56 2799 0.853 0.360 0.228 10.79 3446 0.392 0.154 -0.620 1.729 0.871

400T125-68 0.0713 0.462 1.58 1.146 0.541 1.574 0.061 0.364 1.145 0.515 0.390 10.17 3676 1.126 0.486 0.340 14.54 5468 0.783 0.193 -0.614 1.729 0.874

400T125-97 0.1017 0.658 2.24 1.643 0.765 1.580 0.084 0.358 1.642 0.794 0.657 15.69 5244 1.642 0.761 0.610 22.80 7945 2.268 0.271 -0.601 1.728 0.879

400T200-33 0.0346 0.277 0.94 0.773 0.372 1.672 0.113 0.639 0.587 0.222 0.114 4.39 905 0.110 0.340 -1.228 2.170 0.680

400T200-43 0.0451 0.361 1.23 1.011 0.483 1.674 0.146 0.637 0.822 0.315 0.184 6.22 1777 0.244 0.442 -1.222 2.169 0.682

400T200-54 0.0566 0.452 1.54 1.273 0.605 1.678 0.182 0.635 1.099 0.428 0.275 8.46 2799 1.042 0.399 0.235 11.94 3446 0.483 0.554 -1.217 2.167 0.685

400T200-68 0.0713 0.569 1.94 1.609 0.760 1.682 0.227 0.632 1.475 0.587 0.411 11.61 3676 1.401 0.545 0.354 16.31 5468 0.964 0.697 -1.209 2.165 0.688

400T200-97 0.1017 0.811 2.76 2.314 1.077 1.690 0.318 0.626 2.297 0.959 0.739 18.94 5244 2.203 0.888 0.652 26.59 7945 2.794 0.990 -1.194 2.162 0.695

400T300-33 0.0346 0.346 1.18 1.068 0.513 1.757 0.338 0.989 0.694 0.222 0.115 4.39 905 0.138 1.019 -2.102 2.912 0.479

400T300-43 0.0451 0.451 1.54 1.397 0.668 1.761 0.439 0.987 0.969 0.338 0.186 6.69 1777 0.306 1.329 -2.096 2.910 0.481

400T300-54 0.0566 0.565 1.93 1.760 0.837 1.764 0.548 0.985 1.309 0.462 0.280 9.14 2799 1.231 0.429 0.238 12.84 3446 0.604 1.670 -2.090 2.907 0.483

400T300-68 0.0713 0.712 2.43 2.228 1.052 1.769 0.686 0.982 1.783 0.640 0.422 12.66 3676 1.674 0.590 0.361 17.65 5468 1.206 2.107 -2.081 2.903 0.486

400T300-97 0.1017 1.014 3.46 3.209 1.494 1.779 0.967 0.977 2.864 1.070 0.771 21.14 5244 2.697 0.977 0.673 29.26 7945 3.496 3.013 -2.065 2.895 0.491

550T125-33 0.0346 0.277 0.94 1.164 0.411 2.050 0.033 0.346 1.049 0.317 0.114 6.26 654 0.110 0.196 -0.540 2.149 0.937

550T125-43 0.0451 0.361 1.23 1.518 0.534 2.052 0.043 0.344 1.430 0.455 0.183 8.99 1449 0.244 0.254 -0.536 2.149 0.938

550T125-54 0.0566 0.452 1.54 1.907 0.668 2.054 0.053 0.342 1.867 0.604 0.274 11.93 2799 1.806 0.574 0.234 17.19 2863 0.483 0.317 -0.532 2.149 0.939

550T125-68 0.0713 0.569 1.94 2.406 0.839 2.056 0.066 0.340 2.405 0.804 0.409 15.89 4442 2.368 0.765 0.353 22.91 5468 0.964 0.395 -0.527 2.149 0.940

550T125-97 0.1017 0.811 2.76 3.441 1.187 2.060 0.090 0.334 3.440 1.226 0.710 24.23 7258 3.440 1.183 0.645 35.41 10996 2.794 0.551 -0.515 2.150 0.943

550T200-33 0.0346 0.329 1.12 1.575 0.556 2.189 0.123 0.613 1.255 0.312 0.116 6.16 654 0.131 0.699 -1.087 2.520 0.814

550T200-43 0.0451 0.428 1.46 2.056 0.723 2.191 0.160 0.611 1.708 0.500 0.188 9.89 1449 0.290 0.909 -1.082 2.519 0.815

550T200-54 0.0566 0.537 1.83 2.585 0.906 2.194 0.199 0.609 2.262 0.671 0.284 13.26 2799 2.161 0.632 0.241 18.93 2863 0.574 1.137 -1.077 2.519 0.817

550T200-68 0.0713 0.676 2.30 3.264 1.138 2.197 0.248 0.606 3.010 0.909 0.430 17.97 4442 2.877 0.853 0.366 25.53 5468 1.146 1.426 -1.071 2.518 0.819

550T200-97 0.1017 0.963 3.28 4.678 1.614 2.204 0.347 0.600 4.641 1.456 0.792 28.78 7258 4.466 1.363 0.687 40.81 10996 3.320 2.018 -1.057 2.517 0.824

550T300-33 0.0346 0.398 1.36 2.123 0.750 2.310 0.374 0.969 1.475 0.308 0.117 6.08 654 0.159 2.082 -1.908 3.149 0.633

550T300-43 0.0451 0.518 1.77 2.773 0.976 2.313 0.485 0.967 2.006 0.519 0.191 10.25 1449 0.351 2.712 -1.903 3.147 0.634

550T300-54 0.0566 0.650 2.22 3.488 1.223 2.316 0.606 0.965 2.665 0.726 0.290 14.34 2799 2.535 0.667 0.244 19.97 2863 0.694 3.402 -1.897 3.146 0.636

550T300-68 0.0713 0.819 2.79 4.408 1.537 2.320 0.758 0.963 3.589 0.991 0.440 19.58 4442 3.396 0.923 0.373 27.64 5468 1.387 4.283 -1.890 3.143 0.639

550T300-97 0.1017 1.166 3.98 6.327 2.183 2.329 1.068 0.957 5.682 1.620 0.824 32.01 7258 5.381 1.497 0.708 44.82 10996 4.022 6.101 -1.874 3.139 0.644

600T125-33 0.0346 0.294 1.00 1.434 0.465 2.208 0.034 0.339 1.306 0.341 0.114 6.73 599 0.117 0.239 -0.516 2.293 0.949

600T125-43 0.0451 0.383 1.31 1.870 0.605 2.210 0.044 0.337 1.765 0.519 0.184 10.26 1326 0.260 0.310 -0.512 2.293 0.950

600T125-54 0.0566 0.480 1.64 2.349 0.757 2.211 0.054 0.335 2.300 0.687 0.276 13.57 2621 2.229 0.655 0.236 19.61 2621 0.513 0.385 -0.508 2.293 0.951

600T125-68 0.0713 0.605 2.06 2.962 0.950 2.213 0.067 0.332 2.961 0.912 0.413 18.03 4442 2.917 0.870 0.355 26.06 5239 1.025 0.480 -0.503 2.294 0.952

600T125-97 0.1017 0.861 2.94 4.234 1.345 2.217 0.092 0.327 4.233 1.387 0.722 27.41 7929 4.233 1.340 0.653 40.12 11124 2.970 0.670 -0.492 2.295 0.954

600T200-33 0.0346 0.346 1.18 1.921 0.623 2.356 0.126 0.604 1.552 0.339 0.116 6.70 599 0.138 0.852 -1.048 2.649 0.844

600T200-43 0.0451 0.451 1.54 2.508 0.811 2.359 0.163 0.602 2.096 0.570 0.189 11.26 1326 0.306 1.108 -1.043 2.648 0.845

PHYSICAL AND STRUCTURAL PROPERTIES FOR STRUCTURAL (T) TRACK

Section

Designation

11



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

Section

Designation

600T200-54 0.0566 0.565 1.93 3.152 1.016 2.361 0.204 0.600 2.769 0.762 0.286 15.06 2621 2.651 0.720 0.242 21.56 2621 0.604 1.385 -1.038 2.648 0.846

600T200-68 0.0713 0.712 2.43 3.979 1.276 2.364 0.254 0.597 3.677 1.029 0.434 20.33 4442 3.520 0.968 0.369 28.97 5239 1.206 1.738 -1.032 2.648 0.848

600T200-97 0.1017 1.014 3.46 5.698 1.810 2.371 0.355 0.591 5.652 1.640 0.804 32.40 7929 5.445 1.539 0.695 46.06 11124 3.496 2.456 -1.018 2.647 0.852

600T300-33 0.0346 0.415 1.41 2.571 0.834 2.488 0.384 0.961 1.819 0.336 0.118 6.65 599 0.166 2.536 -1.853 3.248 0.675

600T300-43 0.0451 0.541 1.84 3.357 1.086 2.491 0.498 0.959 2.469 0.565 0.192 11.17 1326 0.367 3.303 -1.847 3.247 0.676

600T300-54 0.0566 0.679 2.31 4.223 1.361 2.495 0.622 0.957 3.251 0.824 0.292 16.28 2621 3.119 0.727 0.246 21.75 2621 0.725 4.142 -1.842 3.245 0.678

600T300-68 0.0713 0.854 2.91 5.334 1.710 2.499 0.778 0.955 4.365 1.120 0.444 22.14 4442 4.139 1.048 0.376 31.36 5239 1.448 5.213 -1.834 3.243 0.680

600T300-97 0.1017 1.217 4.15 7.650 2.430 2.507 1.096 0.949 6.884 1.821 0.836 35.99 7929 6.530 1.688 0.716 50.55 11124 4.197 7.418 -1.819 3.239 0.685

800T125-33 0.0346 0.363 1.24 2.904 0.711 2.827 0.036 0.313 2.719 0.440 0.115 8.69 447 0.145 0.459 -0.439 2.878 0.977

800T125-43 0.0451 0.473 1.61 3.786 0.925 2.828 0.046 0.311 3.621 0.751 0.187 14.84 990 0.321 0.593 -0.435 2.878 0.977

800T125-54 0.0566 0.594 2.02 4.753 1.158 2.829 0.057 0.309 4.664 1.067 0.282 21.09 1958 4.558 0.967 0.239 28.95 1958 0.634 0.737 -0.432 2.879 0.978

800T125-68 0.0713 0.747 2.55 5.989 1.454 2.831 0.070 0.307 5.987 1.405 0.424 27.77 3914 5.904 1.351 0.362 40.44 3914 1.267 0.917 -0.427 2.879 0.978

800T125-97 0.1017 1.065 3.63 8.550 2.061 2.834 0.097 0.301 8.546 2.115 0.754 41.80 9037 8.546 2.054 0.674 61.51 11124 3.671 1.275 -0.418 2.880 0.979

800T200-33 0.0346 0.415 1.41 3.761 0.921 3.010 0.135 0.571 3.171 0.448 0.118 8.85 447 0.166 1.646 -0.917 3.198 0.918

800T200-43 0.0451 0.541 1.84 4.906 1.199 3.012 0.175 0.569 4.257 0.753 0.192 14.88 990 0.367 2.137 -0.913 3.198 0.919

800T200-54 0.0566 0.679 2.31 6.163 1.502 3.014 0.218 0.567 5.489 1.174 0.292 23.19 1958 5.366 0.968 0.246 28.97 1958 0.725 2.670 -0.908 3.198 0.919

800T200-68 0.0713 0.854 2.91 7.772 1.887 3.016 0.272 0.564 7.236 1.567 0.445 30.97 3914 6.967 1.488 0.376 44.56 3914 1.448 3.344 -0.902 3.198 0.920

800T200-97 0.1017 1.217 4.15 11.111 2.678 3.021 0.379 0.558 11.019 2.458 0.836 48.57 9037 10.656 2.327 0.716 69.67 11124 4.197 4.713 -0.891 3.199 0.922

800T300-33 0.0346 0.484 1.65 4.904 1.202 3.182 0.416 0.927 3.474 0.451 0.119 8.90 447 0.193 4.896 -1.661 3.707 0.799

800T300-43 0.0451 0.631 2.15 6.400 1.564 3.184 0.540 0.925 4.957 0.750 0.195 14.81 990 0.428 6.371 -1.656 3.707 0.800

800T300-54 0.0566 0.792 2.70 8.043 1.960 3.187 0.675 0.923 6.412 1.185 0.297 23.41 1958 6.253 0.962 0.249 28.81 1958 0.846 7.980 -1.651 3.706 0.802

800T300-68 0.0713 0.997 3.40 10.149 2.464 3.191 0.844 0.920 8.459 1.702 0.455 33.63 3914 8.126 1.536 0.383 46.00 3914 1.689 10.029 -1.644 3.705 0.803

800T300-97 0.1017 1.421 4.84 14.526 3.502 3.198 1.188 0.914 13.170 2.715 0.868 53.65 9037 12.565 2.543 0.737 76.15 11124 4.898 14.233 -1.631 3.704 0.806

925T125-33 0.0346 0.406 1.39 4.183 0.889 3.208 0.036 0.299 3.962 0.504 0.116 9.97 386 0.162 0.636 -0.401 3.247 0.985

925T125-43 0.0451 0.530 1.81 5.453 1.156 3.209 0.047 0.297 5.272 0.846 0.188 16.72 855 0.359 0.821 -0.398 3.247 0.985

925T125-54 0.0566 0.664 2.26 6.844 1.447 3.209 0.058 0.296 6.723 1.343 0.284 26.54 1691 6.634 1.087 0.241 32.54 1691 0.710 1.021 -0.395 3.247 0.985

925T125-68 0.0713 0.837 2.85 8.623 1.818 3.211 0.072 0.293 8.619 1.762 0.428 34.81 3379 8.507 1.699 0.365 50.88 3379 1.418 1.269 -0.391 3.248 0.986

925T125-97 0.1017 1.192 4.06 12.303 2.577 3.213 0.099 0.288 12.298 2.639 0.767 52.16 9037 12.298 2.570 0.683 76.94 9807 4.109 1.762 -0.382 3.248 0.986

925T200-33 0.0346 0.458 1.56 5.324 1.131 3.408 0.139 0.551 4.359 0.516 0.118 10.21 386 0.183 2.295 -0.851 3.556 0.943

925T200-43 0.0451 0.597 2.04 6.944 1.472 3.410 0.180 0.550 6.135 0.861 0.193 17.01 855 0.405 2.978 -0.847 3.556 0.943

925T200-54 0.0566 0.749 2.55 8.720 1.844 3.411 0.225 0.547 7.876 1.371 0.294 27.08 1691 7.729 1.105 0.247 33.08 1691 0.800 3.719 -0.843 3.556 0.944

925T200-68 0.0713 0.943 3.22 10.993 2.318 3.413 0.280 0.545 10.276 1.953 0.449 38.59 3379 9.964 1.780 0.379 53.28 3379 1.599 4.655 -0.838 3.557 0.945

925T200-97 0.1017 1.344 4.58 15.705 3.290 3.418 0.391 0.539 15.575 3.038 0.849 60.04 9037 15.093 2.889 0.724 86.51 9807 4.635 6.552 -0.827 3.558 0.946

925T300-33 0.0346 0.528 1.80 6.845 1.454 3.602 0.432 0.905 4.649 0.522 0.119 10.32 386 0.211 6.836 -1.562 4.029 0.850

925T300-43 0.0451 0.688 2.34 8.931 1.893 3.604 0.561 0.903 7.090 0.865 0.196 17.09 855 0.466 8.891 -1.558 4.029 0.851

925T300-54 0.0566 0.863 2.94 11.220 2.373 3.607 0.700 0.901 9.155 1.356 0.299 26.80 1691 8.938 1.110 0.251 33.22 1691 0.921 11.133 -1.553 4.029 0.851

925T300-68 0.0713 1.086 3.70 14.153 2.984 3.610 0.877 0.898 11.914 2.116 0.460 41.81 3379 11.596 1.757 0.386 52.60 3379 1.840 13.983 -1.546 4.029 0.853

925T300-97 0.1017 1.548 5.28 20.242 4.240 3.616 1.233 0.893 18.431 3.344 0.881 66.09 9037 17.637 3.149 0.745 94.28 9807 5.336 19.822 -1.533 4.028 0.855

1000T125-33 0.0346 0.432 1.47 5.101 1.004 3.434 0.037 0.292 4.724 0.544 0.116 10.74 357 0.173 0.757 -0.382 3.468 0.988

1000T125-43 0.0451 0.563 1.92 6.649 1.306 3.435 0.047 0.290 6.461 0.905 0.189 17.89 791 0.382 0.978 -0.379 3.468 0.988

1000T125-54 0.0566 0.707 2.41 8.345 1.635 3.436 0.059 0.288 8.226 1.450 0.285 28.65 1563 8.129 1.162 0.241 34.79 1563 0.755 1.215 -0.376 3.468 0.988

1000T125-68 0.0713 0.890 3.03 10.512 2.054 3.437 0.073 0.286 10.508 1.993 0.430 39.39 3124 10.389 1.884 0.367 56.40 3124 1.508 1.510 -0.372 3.469 0.989

1000T125-97 0.1017 1.268 4.32 14.996 2.913 3.439 0.100 0.281 14.989 2.979 0.773 58.87 9037 14.989 2.904 0.687 86.96 9065 4.372 2.095 -0.364 3.469 0.989

1000T200-33 0.0346 0.484 1.65 6.432 1.266 3.644 0.142 0.541 5.074 0.558 0.118 11.03 357 0.193 2.743 -0.816 3.773 0.953

1000T200-43 0.0451 0.631 2.15 8.387 1.647 3.645 0.183 0.539 7.478 0.926 0.194 18.30 791 0.428 3.558 -0.813 3.774 0.954

1000T200-54 0.0566 0.792 2.70 10.531 2.064 3.647 0.228 0.537 9.596 1.464 0.295 28.92 1563 9.419 1.188 0.248 35.58 1563 0.846 4.443 -0.809 3.774 0.954

1000T200-68 0.0713 0.997 3.40 13.275 2.594 3.649 0.284 0.534 12.437 2.202 0.451 43.52 3124 12.138 1.898 0.381 56.83 3124 1.689 5.559 -0.803 3.774 0.955

1000T200-97 0.1017 1.421 4.84 18.960 3.683 3.653 0.397 0.529 18.804 3.412 0.855 67.43 9037 18.242 3.252 0.728 97.38 9065 4.898 7.819 -0.793 3.775 0.956

1000T300-33 0.0346 0.554 1.89 8.206 1.615 3.850 0.441 0.892 5.447 0.565 0.120 11.17 357 0.221 8.179 -1.509 4.230 0.873

1000T300-43 0.0451 0.721 2.46 10.705 2.102 3.852 0.572 0.890 8.606 0.934 0.196 18.46 791 0.489 10.637 -1.504 4.230 0.874

1000T300-54 0.0566 0.905 3.08 13.447 2.635 3.855 0.714 0.888 11.104 1.460 0.300 28.84 1563 10.847 1.198 0.252 35.88 1563 0.966 13.316 -1.499 4.230 0.874

1000T300-68 0.0713 1.140 3.88 16.959 3.313 3.858 0.894 0.885 14.368 2.361 0.462 46.66 3124 14.060 1.890 0.388 56.58 3124 1.931 16.720 -1.493 4.230 0.875

1000T300-97 0.1017 1.624 5.53 24.246 4.709 3.864 1.257 0.880 22.130 3.748 0.887 74.07 9037 21.211 3.539 0.749 105.95 9065 5.599 23.689 -1.480 4.230 0.878

1125T125-33 0.0346 0.476 1.62 6.904 1.210 3.810 0.037 0.280 6.729 0.650 0.117 12.84 297 0.190 0.985 -0.353 3.836 0.992

1125T125-43 0.0451 0.620 2.11 8.999 1.574 3.810 0.048 0.279 10.444 1.069 0.190 21.13 658 0.420 1.272 -0.351 3.837 0.992

1125T125-54 0.0566 0.778 2.65 11.293 1.971 3.811 0.060 0.277 13.283 1.670 0.287 33.01 1300 13.134 1.370 0.243 41.02 1300 0.830 1.579 -0.348 3.837 0.992

1125T125-68 0.0713 0.979 3.34 14.225 2.477 3.812 0.074 0.275 16.808 2.677 0.435 52.89 2599 16.768 2.161 0.370 64.72 2599 1.659 1.963 -0.344 3.837 0.992

1125T125-97 0.1017 1.395 4.76 20.287 3.514 3.813 0.102 0.270 23.968 3.979 0.786 78.62 7542 23.968 3.890 0.695 116.46 7542 4.810 2.720 -0.336 3.837 0.992

1125T200-33 0.0346 0.528 1.80 8.584 1.504 4.034 0.145 0.524 7.343 0.669 0.119 13.23 297 0.211 3.588 -0.765 4.139 0.966

1125T200-43 0.0451 0.688 2.34 11.193 1.958 4.035 0.187 0.522 11.942 1.103 0.195 21.80 658 0.466 4.654 -0.761 4.139 0.966

1125T200-54 0.0566 0.863 2.94 14.052 2.453 4.036 0.233 0.520 15.302 1.718 0.297 33.96 1300 15.033 1.414 0.250 42.34 1300 0.921 5.808 -0.757 4.139 0.967

1125T200-68 0.0713 1.086 3.70 17.709 3.084 4.038 0.291 0.517 19.649 2.780 0.456 54.93 2599 19.346 2.224 0.383 66.57 2599 1.840 7.265 -0.752 4.140 0.967

1125T200-97 0.1017 1.548 5.28 25.283 4.379 4.042 0.405 0.512 29.413 4.503 0.868 88.99 7542 28.608 4.314 0.737 129.17 7542 5.336 10.210 -0.742 4.141 0.968

1125T300-33 0.0346 0.597 2.03 10.824 1.897 4.259 0.453 0.871 7.932 0.680 0.120 13.44 297 0.238 10.728 -1.428 4.575 0.903

1125T300-43 0.0451 0.778 2.65 14.118 2.469 4.261 0.588 0.870 12.649 1.121 0.198 22.14 658 0.527 13.948 -1.423 4.575 0.903

1125T300-54 0.0566 0.976 3.33 17.730 3.095 4.263 0.734 0.867 17.519 1.737 0.303 34.33 1300 16.179 1.437 0.253 43.01 1300 1.042 17.455 -1.419 4.576 0.904

1125T300-68 0.0713 1.229 4.19 22.355 3.892 4.265 0.919 0.865 22.638 2.768 0.466 54.70 2599 22.167 2.246 0.391 67.25 2599 2.082 21.909 -1.413 4.576 0.905

1125T300-97 0.1017 1.751 5.97 31.945 5.533 4.271 1.292 0.859 34.171 4.920 0.900 97.22 7542 32.876 4.673 0.758 139.91 7542 6.038 31.016 -1.401 4.576 0.906

1200T125-33 0.0346 0.502 1.71 8.163 1.342 4.034 0.038 0.274 6.729 0.650 0.117 12.84 297 0.200 1.137 -0.338 4.057 0.993

1200T125-43 0.0451 0.654 2.23 10.639 1.746 4.034 0.049 0.272 10.444 1.069 0.190 21.13 658 0.443 1.468 -0.336 4.057 0.993

1200T125-54 0.0566 0.820 2.79 13.351 2.187 4.035 0.060 0.271 13.283 1.670 0.287 33.01 1300 13.134 1.370 0.243 41.02 1300 0.876 1.823 -0.333 4.058 0.993

1200T125-68 0.0713 1.033 3.52 16.816 2.749 4.035 0.074 0.268 16.808 2.677 0.435 52.89 2599 16.768 2.161 0.370 64.72 2599 1.750 2.264 -0.329 4.058 0.993

1200T125-97 0.1017 1.472 5.02 23.980 3.900 4.037 0.102 0.264 23.968 3.979 0.786 78.62 7542 23.968 3.890 0.695 116.46 7542 5.073 3.137 -0.322 4.058 0.994

1200T200-33 0.0346 0.554 1.89 10.071 1.656 4.265 0.146 0.514 7.343 0.669 0.119 13.23 297 0.221 4.156 -0.737 4.359 0.971

12



in. in2 Lb/Ft in

4in

3 in in4 in in

4in

3in

2 k-in lbs in4

in3

in2 k-in lbs in

4in

6 in in in

Section

Designation

1200T200-43 0.0451 0.721 2.46 13.131 2.156 4.267 0.189 0.512 11.942 1.103 0.195 21.80 658 0.489 5.389 -0.733 4.359 0.972

1200T200-54 0.0566 0.905 3.08 16.484 2.701 4.268 0.236 0.510 15.302 1.718 0.297 33.96 1300 15.033 1.414 0.250 42.34 1300 0.966 6.725 -0.730 4.360 0.972

1200T200-68 0.0713 1.140 3.88 20.773 3.395 4.270 0.294 0.508 19.649 2.780 0.456 54.93 2599 19.346 2.224 0.383 66.57 2599 1.931 8.410 -0.725 4.360 0.972

1200T200-97 0.1017 1.624 5.53 29.652 4.823 4.273 0.410 0.502 29.413 4.503 0.868 88.99 7542 28.608 4.314 0.737 129.17 7542 5.599 11.814 -0.715 4.361 0.973

1200T300-33 0.0346 0.623 2.12 12.616 2.075 4.501 0.460 0.859 7.932 0.680 0.120 13.44 297 0.249 12.447 -1.383 4.787 0.916

1200T300-43 0.0451 0.812 2.77 16.454 2.701 4.503 0.597 0.857 12.649 1.121 0.198 22.14 658 0.550 16.180 -1.379 4.787 0.917

1200T300-54 0.0566 1.018 3.47 20.662 3.385 4.505 0.745 0.855 17.519 1.737 0.303 34.33 1300 16.179 1.437 0.253 43.01 1300 1.087 20.246 -1.375 4.787 0.918

1200T300-68 0.0713 1.282 4.37 26.049 4.258 4.507 0.932 0.853 22.638 2.768 0.466 54.70 2599 22.167 2.246 0.391 67.25 2599 2.173 25.407 -1.369 4.787 0.918

1200T300-97 0.1017 1.828 6.23 37.215 6.053 4.513 1.311 0.847 34.171 4.920 0.900 97.22 7542 32.876 4.673 0.758 139.91 7542 6.301 35.953 -1.357 4.788 0.920

1400T125-33 0.0346 0.571 1.95 12.229 1.727 4.628 0.038 0.259 9.280 0.758 0.117 14.97 254 0.228 1.600 -0.304 4.646 0.996

1400T125-43 0.0451 0.744 2.54 15.938 2.247 4.629 0.049 0.258 14.779 1.239 0.191 24.48 563 0.504 2.065 -0.302 4.646 0.996

1400T125-54 0.0566 0.933 3.18 19.999 2.815 4.629 0.061 0.256 19.988 1.909 0.289 37.73 1113 18.908 1.586 0.244 47.49 1113 0.997 2.563 -0.299 4.646 0.996

1400T125-68 0.0713 1.175 4.01 25.187 3.538 4.629 0.076 0.254 25.174 3.040 0.438 60.08 2225 25.174 2.465 0.372 73.82 2225 1.991 3.182 -0.296 4.646 0.996

1400T125-97 0.1017 1.675 5.71 35.909 5.023 4.630 0.104 0.249 35.890 5.114 0.795 101.05 6457 35.890 5.011 0.701 150.03 6457 5.775 4.404 -0.289 4.646 0.996

1400T200-33 0.0346 0.623 2.12 14.819 2.093 4.878 0.150 0.491 10.136 0.781 0.119 15.44 254 0.249 5.896 -0.672 4.949 0.982

1400T200-43 0.0451 0.812 2.77 19.319 2.724 4.879 0.194 0.489 16.059 1.283 0.196 25.35 563 0.550 7.643 -0.669 4.949 0.982

1400T200-54 0.0566 1.018 3.47 24.248 3.414 4.880 0.242 0.487 22.819 1.982 0.299 39.16 1113 20.523 1.644 0.251 49.22 1113 1.087 9.534 -0.665 4.949 0.982

1400T200-68 0.0713 1.282 4.37 30.552 4.292 4.881 0.301 0.485 29.282 3.147 0.459 62.19 2225 28.837 2.561 0.386 76.68 2225 2.173 11.917 -0.661 4.950 0.982

1400T200-97 0.1017 1.828 6.23 43.594 6.098 4.884 0.420 0.480 43.254 5.730 0.877 113.23 6457 42.263 5.331 0.743 159.62 6457 6.301 16.724 -0.652 4.951 0.983

1400T300-33 0.0346 0.692 2.36 18.272 2.580 5.139 0.475 0.829 10.947 0.795 0.120 15.72 254 0.276 17.743 -1.278 5.360 0.943

1400T300-43 0.0451 0.902 3.07 23.827 3.360 5.140 0.616 0.827 17.215 1.308 0.198 25.85 563 0.611 23.058 -1.275 5.360 0.943

1400T300-54 0.0566 1.131 3.86 29.915 4.211 5.142 0.769 0.825 25.893 2.018 0.304 39.88 1113 21.968 1.676 0.254 50.19 1113 1.208 28.842 -1.270 5.360 0.944

1400T300-68 0.0713 1.425 4.86 37.705 5.297 5.144 0.963 0.822 33.414 3.182 0.469 62.88 2225 32.747 2.607 0.393 78.07 2225 2.414 36.179 -1.265 5.361 0.944

1400T300-97 0.1017 2.031 6.92 53.841 7.532 5.149 1.354 0.816 49.698 6.229 0.909 123.09 6457 48.463 5.333 0.764 159.67 6457 7.002 51.152 -1.254 5.362 0.945

Design

Thickness Area Wt/Ft Ix Sx Ma Ix Sx Ma Ix Sx Ma

in. in2 Lb/Ft in

4in

3 lb-ft in4

in3 lb-ft in

4in

3 lb-ft

087F137-18 0.0188 0.081 0.27 0.008 0.017 28.4 0.010 0.021 35.32 0.008 0.017 28.38

087F137-27 0.0283 0.121 0.41 0.012 0.027 44.1 0.014 0.031 51.83 0.012 0.027 44.09

087F137-30 0.0312 0.133 0.45 0.013 0.029 48.0 0.015 0.034 56.69 0.013 0.029 47.98

087F137-33 0.0346 0.147 0.50 0.014 0.032 52.4 0.017 0.038 62.29 0.014 0.032 52.39

150F137-18 0.0188 0.104 0.35 0.032 0.040 65.7 0.034 0.045 73.81 0.032 0.040 65.68

150F137-27 0.0283 0.156 0.53 0.048 0.064 104.9 0.051 0.066 109.46 0.048 0.064 104.90

150F137-30 0.0312 0.172 0.59 0.052 0.070 114.9 0.056 0.073 120.12 0.052 0.070 114.88

150F137-33 0.0346 0.191 0.65 0.058 0.077 126.4 0.062 0.080 132.49 0.058 0.077 126.40

150F137-43 0.0451 0.247 0.84 0.073 0.098 160.8 0.079 0.103 169.83 0.073 0.098 160.77

notes:

1. Effective properties are given as the minimum value for either positive of negative bending

2. Fy = 33 ksi

Design

Thickness Area Wt/Ft Ix Sx Ma Ix Sx Ma Ix Sx Ma

in. in2 Lb/Ft in

4in

3 lb-ft in4

in3 lb-ft in

4in

3 lb-ft

RC1 0.0188 0.049 0.17 0.002 0.010 0.19 0.002 0.006 0.12

RC2 0.0188 0.064 0.22 0.002 0.006 9.9 0.002 0.010 0.19 0.002 0.006 0.12

notes:

1. Effective properties are given as the minimum value for either positive of negative bending

2. Fy = 33 ksi

Design

Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx Ma

in. in2 Lb/Ft in4 in3 in in4 in in4 in3 k-in

075U50-54 0.0566 0.087 0.30 0.007 0.019 0.288 0.002 0.156 0.007 0.019 0.38

150U50-54 0.0566 0.129 0.44 0.039 0.052 0.548 0.003 0.145 0.039 0.052 1.03

notes:

1. Effective properties based on 33 ksi

Section

Designation

Gross Properties Effective Properties Tension at bottom effective

Gross Properties Effective Properties Tension at bottom effective

Tension at top effective

Section

Designation

Tension at top effective

PHYSICAL AND STRUCTURAL PROPERTIES FOR U-Channel (U) Sections

PHYSICAL AND STRUCTURAL PROPERTIES FOR RC1 & RC2 FURRING CHANNELS

Section

Designation

GROSS PROPERTIES EFFECTIVE

PHYSICAL AND STRUCTURAL PROPERTIES FOR (HAT) FURRING (F) CHANNELS

13

Phone: 616-261-1950

Fax: 616-261-1960

Corporate Office

4165 Spartan Industrial Dr


STEEL STUD

SOLUTIONS LLC

Phone: 615-736-5670

Fax: 615-736-5671

Nashville Office

407 Driftwood

Nashville, TN 37210

Phone: 501-778-2000

Fax: 501-778-2048

Benton Office

1325 River St.

Benton, AR 72018

Certification of Material

Steel Studs Solutions, LLC certifies that all of its building products are manufactured so that they meet or exceed all applicable standards listed below.

Steel Stud Solutions, LLC Production Capabilities DRYWALL STRUCTURAL Web Sizes 1 5/8” to 6” 2 ½” to 14” Flange Sizes 1 ¼” 1 3/8” to 3” Return Sizes ¼” ½” & 9/16” Yield Sizes 33 KSI 33, 50 KSI Gauges 25, 22, & 20 20, 18, 16, 14, & 12 Steel Stud Solutions, LLC Non-Structural Framing Standards

•••• ASTM C-645 “Standard Specification for Nonstructural Steel Framing Members” • ASTM C-754 “Standard Specification for Installation of Steel Framing Members to Receive Screw-attached gypsum Panel Products” Steel Stud Solutions drywall framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 minimum coating designation G-40.

Steel Stud Solutions, LLC Structural Framing Standards •••• ASTM C-955 “Specifications for Load Bearing (Transverse and Axial) Steel Studs, Runners (Track), and Bracing of Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases”

• ASTM C-1007 “Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories”

Steel Stud Solutions structural framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 coating designation G-60.

Steel Stud Solutions, LLC Protective Coating Standards •••• ASTM A-924/924M “Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process” • ASTM A-653/653M “Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Coated (Galvannealed) by the Hot-Dip Process” • ASTM A-591/591M “Steel Sheet, Zinc-Coated, for Light Coating Mass Applications”

• ASTM A1003 “Standard Specification for Steel Sheet, Carbon, Metallic-and Nonmetallic-coated for Cold-formed Framing Members

Sectional and structural properties of steel framing members were calculated in conformance with AISI- “Specifications of the Design of Cold-Formed Steel Structural Members” 2001 Edition.

Steel Stud SolutionsLimiting Wall Heights - Drywall Studs (feet - inches)

notes:"s" denotes stress controlled

Section Fy Spacing 5 psf 15 psf 20 psf 25 psf

Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600

162S125-18 33 12 9-9 7-9 6-9 5-4 4-8 3-11 4-10 4-3 3-7 4-4 s 3-11 3-4

162S125-18 33 16 8-6 s 7-0 6-2 4-10 4-3 3-7 4-3 s 3-10 3-3 3-9 s 3-7 3-0

162S125-18 33 24 6-11 s 6-2 5-4 4-0 s 3-8 3-1 3-5 s 3-4 2-10 3-1 s 3-1 s 2-7

162S125-27 33 12 11-4 9-0 7-10 6-2 5-5 4-7 5-8 4-11 4-2 5-3 4-7 3-10

162S125-27 33 16 10-3 8-2 7-1 5-8 4-11 4-2 5-1 4-6 3-9 4-9 s 4-2 3-6

162S125-27 33 24 8-8 s 7-1 6-2 4-11 4-3 3-7 4-4 s 3-11 3-3 3-10 s 3-7 3-0

162S125-30 33 12 11-8 9-3 8-1 6-5 5-7 4-8 5-10 5-1 4-3 5-5 4-8 4-0

162S125-30 33 16 10-7 8-5 7-4 5-10 5-1 4-3 5-3 4-7 3-11 4-11 4-3 3-7

162S125-30 33 24 9-3 7-4 6-5 5-1 4-5 3-9 4-7 4-0 3-5 4-2 s 3-9 3-2

250S125-18 33 12 13-0 s 10-9 9-4 7-5 6-6 5-5 6-6 s 5-11 4-11 5-10 s 5-5 4-7

250S125-18 33 16 11-3 s 9-9 8-6 6-6 s 5-11 4-11 5-7 s 5-4 4-6 5-0 s 4-11 4-2

250S125-18 33 24 9-2 s 8-6 7-5 5-4 s 5-2 4-4 4-7 s 4-7 s 3-11 4-1 s 4-1 s 3-8

250S125-27 33 12 15-8 12-5 10-10 8-7 7-6 6-4 7-10 6-10 5-9 7-3 6-4 5-4

250S125-27 33 16 14-1 s 11-3 9-10 7-10 6-10 5-9 7-0 s 6-2 5-3 6-3 s 5-9 4-10

250S125-27 33 24 11-6 s 9-10 8-7 6-7 s 5-11 5-0 5-9 s 5-5 4-7 5-1 s 5-0 4-3

250S125-30 33 12 16-2 12-10 11-2 8-11 7-9 6-6 8-1 7-0 5-11 7-6 6-6 5-6

250S125-30 33 16 14-8 11-8 10-2 8-1 7-0 5-11 7-4 6-5 5-5 6-9 s 5-11 5-0

250S125-30 33 24 12-4 s 10-2 8-11 7-0 6-2 5-2 6-2 s 5-7 4-8 5-6 s 5-2 4-4

362S125-18 33 12 16-2 s 14-4 12-6 9-4 s 8-8 7-4 8-1 s 7-10 6-8 7-3 s 7-3 s 6-2

362S125-18 33 16 14-0 s 13-0 11-4 8-1 s 7-10 6-8 7-0 s 7-0 s 6-0 6-3 s 6-3 s 5-7

362S125-18 33 24 11-5 s 11-4 9-11 6-7 s 6-7 s 5-9 5-8 s 5-8 s 5-3 5-1 s 5-1 s 4-11

362S125-27 33 12 20-10 16-7 14-5 11-6 10-0 8-5 10-5 9-1 7-8 9-4 s 8-5 7-1

362S125-27 33 16 18-2 s 15-0 13-2 10-5 9-1 7-8 9-1 s 8-3 6-11 8-1 s 7-8 6-5

362S125-27 33 24 14-10 s 13-2 11-6 8-7 s 7-11 6-8 7-5 s 7-2 6-1 6-7 s 6-7 s 5-8

362S125-30 33 12 21-7 17-1 14-11 11-10 10-4 8-9 10-9 9-5 7-11 10-0 8-9 7-4

362S125-30 33 16 19-5 s 15-6 13-7 10-9 9-5 7-11 9-8 s 8-6 7-2 8-8 s 7-11 6-8

362S125-30 33 24 15-10 s 13-7 11-10 9-1 s 8-2 6-11 7-11 s 7-5 6-3 7-1 s 6-11 5-10

400S125-18 33 12 17-0 s 15-5 13-6 9-9 s 9-4 7-10 8-6 s 8-6 s 7-2 7-7 s 7-7 s 6-8

400S125-18 33 16 14-8 s 14-0 12-3 8-6 s 8-6 s 7-2 7-4 s 7-4 s 6-6 6-7 s 6-7 s 6-0

400S125-18 33 24 12-0 s 12-0 s 10-8 6-11 s 6-11 s 6-3 6-0 s 6-0 s 5-8 5-4 s 5-4 s 5-3

400S125-27 33 12 22-6 s 17-11 15-7 12-5 10-10 9-1 11-3 s 9-10 8-3 10-1 s 9-1 7-8

400S125-27 33 16 19-6 s 16-3 14-2 11-3 s 9-10 8-3 9-9 s 8-11 7-6 8-8 s 8-3 7-0

400S125-27 33 24 15-11 s 14-2 12-5 9-2 s 8-7 7-3 7-11 s 7-9 6-7 7-1 s 7-1 s 6-1

400S125-30 33 12 23-3 18-6 16-2 12-10 11-2 9-5 11-7 10-2 8-7 10-9 s 9-5 7-11

400S125-30 33 16 20-9 s 16-9 14-8 11-7 10-2 8-7 10-4 s 9-3 7-9 9-3 s 8-7 7-2

400S125-30 33 24 17-0 s 14-8 12-10 9-9 s 8-10 7-6 8-6 s 8-1 6-9 7-7 s 7-6 6-3

600S125-18 33 12 20-9 s 20-9 s 18-5 11-11 s 11-11 s 10-9 10-4 s 10-4 s 9-9 9-3 s 9-3 s 9-1

600S125-18 33 16 17-11 s 17-11 s 16-9 10-4 s 10-4 s 9-9 8-11 s 8-11 s 8-10 8-0 s 8-0 s 8-0 s

600S125-18 33 24 14-8 s 14-8 s 14-7 8-5 s 8-5 s 8-5 s 7-4 s 7-4 s 7-4 s 6-6 s 6-6 s 6-6 s

600S125-27 33 12 28-3 s 24-10 21-8 16-4 s 15-0 12-8 14-1 s 13-8 11-6 12-7 s 12-7 s 10-8

600S125-27 33 16 24-6 s 22-7 19-8 14-1 s 13-8 11-6 12-3 s 12-3 s 10-5 10-11 s 10-11 s 9-8

600S125-27 33 24 20-0 s 19-8 17-2 11-6 s 11-6 s 10-0 10-0 s 10-0 s 9-1 8-11 s 8-11 s 8-6

600S125-30 33 12 31-1 s 25-7 22-4 17-9 15-6 13-1 15-6 s 14-1 11-10 13-10 s 13-1 11-0

600S125-30 33 16 26-11 s 23-3 20-4 15-6 s 14-1 11-10 13-5 s 12-9 10-9 12-0 s 11-10 10-0

600S125-30 33 24 22-0 s 20-4 17-9 12-8 s 12-3 10-4 11-0 s 11-0 s 9-5 9-10 s 9-10 s 8-9

notes:1. Distances are for single spans2. Fy = 33 ksi3. Based on effective properties4. 1" minimum end bearing length5. Members to be braced from rotation at supports

Section Thickness

Designation mils 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

162S125 18 7-6 6-11 6-3 8-4 7-7 6-7 6-9 6-2 5-5 7-3 6-7 5-9 5-4 4-10 4-1 e 5-7 5-1 e 4-3 e

162S125 27 8-8 7-11 7-1 9-8 8-9 7-8 7-8 7-2 6-5 8-5 7-8 6-8 6-3 5-9 5-0 6-6 5-11 5-2

162S125 30 8-10 8-2 7-3 10-0 9-1 7-11 7-11 7-4 6-7 8-8 7-11 6-11 6-5 5-11 5-2 6-9 6-1 5-4

250S125 18 8-4 7-10 7-1 11-7 10-6 9-2 7-7 7-1 6-4 10-1 9-2 8-0 e 6-3 e 5-9 e 5-0 e 7-9 e 6-10 e 5-8 e

250S125 27 9-11 9-2 8-2 13-5 12-2 10-7 8-10 8-2 7-3 11-8 10-7 9-3 7-2 6-7 5-11 9-0 8-2 7-0

250S125 30 10-3 9-5 8-5 13-10 12-7 10-11 9-2 8-5 7-6 12-1 10-11 9-7 7-5 6-10 6-1 9-4 8-5 7-5

362S125 18 9-5 8-10 8-0 13-2 12-6 11-1 e 8-7 7-11 7-1 e 12-1 e 11-0 e 9-6 e 7-0 e 6-6 e 5-10 e 9-3 e 8-3 e 6-11 e

362S125 27 10-11 10-1 9-1 15-2 14-4 12-11 9-10 9-1 8-1 13-11 12-10 11-4 8-0 7-5 6-7 11-2 10-1 8-7 e

362S125 30 11-3 10-5 9-4 15-8 14-10 13-4 10-1 9-4 8-5 14-5 13-4 11-10 8-3 7-7 6-10 11-8 10-7 9-1

400S125 18 9-8 9-2 8-3 e 13-5 12-9 e 11-5 e 8-10 8-2 e 7-4 e 12-4 e 11-4 e 9-10 e 7-2 e 6-8 e 6-0 e 9-7 e 8-6 e 7-2 e

400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-10 8-3 7-7 6-10 11-7 10-6 9-1 e

400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-3 8-6 7-10 7-0 12-1 11-0 9-6

600S125 18 10-11 e 10-1 e 9-1 e 14-7 e 13-10 e 12-6 e 9-10 e 9-1 e 8-1 e 13-5 e 12-5 e 11-0 e 8-0 e 7-4 e 6-6 e 10-10 e 9-10 e 8-5 e

600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e

600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e

Section Thickness


162S125 18 7-3 6-7 5-9 7-3 6-7 5-9 6-4 5-9 5-0 6-4 5-9 5-0 4-11 4-5 3-11 e 4-11 4-5 3-11 e

162S125 27 8-5 7-8 6-8 8-5 7-8 6-8 7-4 6-8 5-10 7-4 6-8 5-10 5-8 5-2 4-6 5-8 5-2 4-6

162S125 30 8-8 7-11 6-11 8-8 7-11 6-11 7-7 6-11 6-0 7-7 6-11 6-0 5-10 5-4 4-8 5-10 5-4 4-8

250S125 18 8-4 7-10 7-1 10-1 9-2 8-0 7-7 7-1 6-4 8-10 8-0 7-0 e 6-3 e 5-9 e 5-0 e 6-10 e 6-2 e 5-5 e

250S125 27 9-11 9-2 8-2 11-8 10-7 9-3 8-10 8-2 7-3 10-2 9-3 8-1 7-2 6-7 5-11 7-11 7-2 6-3

250S125 30 10-3 9-5 8-5 12-1 10-11 9-7 9-2 8-5 7-6 10-6 9-7 8-4 7-5 6-10 6-1 8-2 7-5 6-5

362S125 18 9-5 8-10 8-0 13-2 12-3 10-8 e 8-7 7-11 7-1 e 11-9 e 10-8 e 9-4 e 7-0 e 6-6 e 5-10 e 9-1 e 8-3 e 6-11 e

362S125 27 10-11 10-1 9-1 15-2 14-2 12-4 9-10 9-1 8-1 13-7 12-4 10-9 8-0 7-5 6-7 10-6 9-6 8-4

362S125 30 11-3 10-5 9-4 15-8 14-7 12-9 10-1 9-4 8-5 14-1 12-9 11-2 8-3 7-7 6-10 10-10 9-10 8-7


400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-8 8-3 7-7 6-10 11-4 10-4 9-0 e

400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-0 8-6 7-10 7-0 11-9 10-8 9-4


600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e

600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e

Drywall Studs Allowable Ceiling Spans L/360


Unsupported Midspan

4psf 6psf 13psf

Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange

Spacing (in.) o.c. Spacing (in.) o.c.

Unsupported Midspan Unsupported Midspan

Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.

Steel Stud Solutions

Unsupported Midspan Midspan

4psf

Lateral Support of Compression Flange Lateral Support of Compression Flange

Spacing (in.) o.c. Spacing (in.) o.c.Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.

6psf 13psf

Lateral Support of Compression Flange

Unsupported MidspanUnsupported

Steel Stud SolutionsLimiting Wall Heights - Drywall Studs (feet - inches)

notes:"s" denotes stress controlled

Section Fy Spacing 5 psf 15 psf 20 psf 25 psf

Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600

162S125-18 33 12 9-9 7-9 6-9 5-4 4-8 3-11 4-10 4-3 3-7 4-4 s 3-11 3-4

162S125-18 33 16 8-6 s 7-0 6-2 4-10 4-3 3-7 4-3 s 3-10 3-3 3-9 s 3-7 3-0

162S125-18 33 24 6-11 s 6-2 5-4 4-0 s 3-8 3-1 3-5 s 3-4 2-10 3-1 s 3-1 s 2-7

162S125-27 33 12 11-4 9-0 7-10 6-2 5-5 4-7 5-8 4-11 4-2 5-3 4-7 3-10

162S125-27 33 16 10-3 8-2 7-1 5-8 4-11 4-2 5-1 4-6 3-9 4-9 s 4-2 3-6

162S125-27 33 24 8-8 s 7-1 6-2 4-11 4-3 3-7 4-4 s 3-11 3-3 3-10 s 3-7 3-0

162S125-30 33 12 11-8 9-3 8-1 6-5 5-7 4-8 5-10 5-1 4-3 5-5 4-8 4-0

162S125-30 33 16 10-7 8-5 7-4 5-10 5-1 4-3 5-3 4-7 3-11 4-11 4-3 3-7

162S125-30 33 24 9-3 7-4 6-5 5-1 4-5 3-9 4-7 4-0 3-5 4-2 s 3-9 3-2

250S125-18 33 12 13-0 s 10-9 9-4 7-5 6-6 5-5 6-6 s 5-11 4-11 5-10 s 5-5 4-7

250S125-18 33 16 11-3 s 9-9 8-6 6-6 s 5-11 4-11 5-7 s 5-4 4-6 5-0 s 4-11 4-2

250S125-18 33 24 9-2 s 8-6 7-5 5-4 s 5-2 4-4 4-7 s 4-7 s 3-11 4-1 s 4-1 s 3-8

250S125-27 33 12 15-8 12-5 10-10 8-7 7-6 6-4 7-10 6-10 5-9 7-3 6-4 5-4

250S125-27 33 16 14-1 s 11-3 9-10 7-10 6-10 5-9 7-0 s 6-2 5-3 6-3 s 5-9 4-10

250S125-27 33 24 11-6 s 9-10 8-7 6-7 s 5-11 5-0 5-9 s 5-5 4-7 5-1 s 5-0 4-3

250S125-30 33 12 16-2 12-10 11-2 8-11 7-9 6-6 8-1 7-0 5-11 7-6 6-6 5-6

250S125-30 33 16 14-8 11-8 10-2 8-1 7-0 5-11 7-4 6-5 5-5 6-9 s 5-11 5-0

250S125-30 33 24 12-4 s 10-2 8-11 7-0 6-2 5-2 6-2 s 5-7 4-8 5-6 s 5-2 4-4

362S125-18 33 12 16-2 s 14-4 12-6 9-4 s 8-8 7-4 8-1 s 7-10 6-8 7-3 s 7-3 s 6-2

362S125-18 33 16 14-0 s 13-0 11-4 8-1 s 7-10 6-8 7-0 s 7-0 s 6-0 6-3 s 6-3 s 5-7

362S125-18 33 24 11-5 s 11-4 9-11 6-7 s 6-7 s 5-9 5-8 s 5-8 s 5-3 5-1 s 5-1 s 4-11

362S125-27 33 12 20-10 16-7 14-5 11-6 10-0 8-5 10-5 9-1 7-8 9-4 s 8-5 7-1

362S125-27 33 16 18-2 s 15-0 13-2 10-5 9-1 7-8 9-1 s 8-3 6-11 8-1 s 7-8 6-5

362S125-27 33 24 14-10 s 13-2 11-6 8-7 s 7-11 6-8 7-5 s 7-2 6-1 6-7 s 6-7 s 5-8

362S125-30 33 12 21-7 17-1 14-11 11-10 10-4 8-9 10-9 9-5 7-11 10-0 8-9 7-4

362S125-30 33 16 19-5 s 15-6 13-7 10-9 9-5 7-11 9-8 s 8-6 7-2 8-8 s 7-11 6-8

362S125-30 33 24 15-10 s 13-7 11-10 9-1 s 8-2 6-11 7-11 s 7-5 6-3 7-1 s 6-11 5-10

400S125-18 33 12 17-0 s 15-5 13-6 9-9 s 9-4 7-10 8-6 s 8-6 s 7-2 7-7 s 7-7 s 6-8

400S125-18 33 16 14-8 s 14-0 12-3 8-6 s 8-6 s 7-2 7-4 s 7-4 s 6-6 6-7 s 6-7 s 6-0

400S125-18 33 24 12-0 s 12-0 s 10-8 6-11 s 6-11 s 6-3 6-0 s 6-0 s 5-8 5-4 s 5-4 s 5-3

400S125-27 33 12 22-6 s 17-11 15-7 12-5 10-10 9-1 11-3 s 9-10 8-3 10-1 s 9-1 7-8

400S125-27 33 16 19-6 s 16-3 14-2 11-3 s 9-10 8-3 9-9 s 8-11 7-6 8-8 s 8-3 7-0

400S125-27 33 24 15-11 s 14-2 12-5 9-2 s 8-7 7-3 7-11 s 7-9 6-7 7-1 s 7-1 s 6-1

400S125-30 33 12 23-3 18-6 16-2 12-10 11-2 9-5 11-7 10-2 8-7 10-9 s 9-5 7-11

400S125-30 33 16 20-9 s 16-9 14-8 11-7 10-2 8-7 10-4 s 9-3 7-9 9-3 s 8-7 7-2

400S125-30 33 24 17-0 s 14-8 12-10 9-9 s 8-10 7-6 8-6 s 8-1 6-9 7-7 s 7-6 6-3

600S125-18 33 12 20-9 s 20-9 s 18-5 11-11 s 11-11 s 10-9 10-4 s 10-4 s 9-9 9-3 s 9-3 s 9-1

600S125-18 33 16 17-11 s 17-11 s 16-9 10-4 s 10-4 s 9-9 8-11 s 8-11 s 8-10 8-0 s 8-0 s 8-0 s

600S125-18 33 24 14-8 s 14-8 s 14-7 8-5 s 8-5 s 8-5 s 7-4 s 7-4 s 7-4 s 6-6 s 6-6 s 6-6 s

600S125-27 33 12 28-3 s 24-10 21-8 16-4 s 15-0 12-8 14-1 s 13-8 11-6 12-7 s 12-7 s 10-8

600S125-27 33 16 24-6 s 22-7 19-8 14-1 s 13-8 11-6 12-3 s 12-3 s 10-5 10-11 s 10-11 s 9-8

600S125-27 33 24 20-0 s 19-8 17-2 11-6 s 11-6 s 10-0 10-0 s 10-0 s 9-1 8-11 s 8-11 s 8-6

600S125-30 33 12 31-1 s 25-7 22-4 17-9 15-6 13-1 15-6 s 14-1 11-10 13-10 s 13-1 11-0

600S125-30 33 16 26-11 s 23-3 20-4 15-6 s 14-1 11-10 13-5 s 12-9 10-9 12-0 s 11-10 10-0

600S125-30 33 24 22-0 s 20-4 17-9 12-8 s 12-3 10-4 11-0 s 11-0 s 9-5 9-10 s 9-10 s 8-9

notes:1. Distances are for single spans2. Fy = 33 ksi3. Based on effective properties4. 1" minimum end bearing length5. Members to be braced from rotation at supports

Section Thickness


162S125 18 7-6 6-11 6-3 8-4 7-7 6-7 6-9 6-2 5-5 7-3 6-7 5-9 5-4 4-10 4-1 e 5-7 5-1 e 4-3 e

162S125 27 8-8 7-11 7-1 9-8 8-9 7-8 7-8 7-2 6-5 8-5 7-8 6-8 6-3 5-9 5-0 6-6 5-11 5-2

162S125 30 8-10 8-2 7-3 10-0 9-1 7-11 7-11 7-4 6-7 8-8 7-11 6-11 6-5 5-11 5-2 6-9 6-1 5-4

250S125 18 8-4 7-10 7-1 11-7 10-6 9-2 7-7 7-1 6-4 10-1 9-2 8-0 e 6-3 e 5-9 e 5-0 e 7-9 e 6-10 e 5-8 e

250S125 27 9-11 9-2 8-2 13-5 12-2 10-7 8-10 8-2 7-3 11-8 10-7 9-3 7-2 6-7 5-11 9-0 8-2 7-0

250S125 30 10-3 9-5 8-5 13-10 12-7 10-11 9-2 8-5 7-6 12-1 10-11 9-7 7-5 6-10 6-1 9-4 8-5 7-5

362S125 18 9-5 8-10 8-0 13-2 12-6 11-1 e 8-7 7-11 7-1 e 12-1 e 11-0 e 9-6 e 7-0 e 6-6 e 5-10 e 9-3 e 8-3 e 6-11 e

362S125 27 10-11 10-1 9-1 15-2 14-4 12-11 9-10 9-1 8-1 13-11 12-10 11-4 8-0 7-5 6-7 11-2 10-1 8-7 e

362S125 30 11-3 10-5 9-4 15-8 14-10 13-4 10-1 9-4 8-5 14-5 13-4 11-10 8-3 7-7 6-10 11-8 10-7 9-1


400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-10 8-3 7-7 6-10 11-7 10-6 9-1 e

400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-3 8-6 7-10 7-0 12-1 11-0 9-6


600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e

600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e

Section Thickness


162S125 18 7-3 6-7 5-9 7-3 6-7 5-9 6-4 5-9 5-0 6-4 5-9 5-0 4-11 4-5 3-11 e 4-11 4-5 3-11 e

162S125 27 8-5 7-8 6-8 8-5 7-8 6-8 7-4 6-8 5-10 7-4 6-8 5-10 5-8 5-2 4-6 5-8 5-2 4-6

162S125 30 8-8 7-11 6-11 8-8 7-11 6-11 7-7 6-11 6-0 7-7 6-11 6-0 5-10 5-4 4-8 5-10 5-4 4-8

250S125 18 8-4 7-10 7-1 10-1 9-2 8-0 7-7 7-1 6-4 8-10 8-0 7-0 e 6-3 e 5-9 e 5-0 e 6-10 e 6-2 e 5-5 e

250S125 27 9-11 9-2 8-2 11-8 10-7 9-3 8-10 8-2 7-3 10-2 9-3 8-1 7-2 6-7 5-11 7-11 7-2 6-3

250S125 30 10-3 9-5 8-5 12-1 10-11 9-7 9-2 8-5 7-6 10-6 9-7 8-4 7-5 6-10 6-1 8-2 7-5 6-5

362S125 18 9-5 8-10 8-0 13-2 12-3 10-8 e 8-7 7-11 7-1 e 11-9 e 10-8 e 9-4 e 7-0 e 6-6 e 5-10 e 9-1 e 8-3 e 6-11 e

362S125 27 10-11 10-1 9-1 15-2 14-2 12-4 9-10 9-1 8-1 13-7 12-4 10-9 8-0 7-5 6-7 10-6 9-6 8-4

362S125 30 11-3 10-5 9-4 15-8 14-7 12-9 10-1 9-4 8-5 14-1 12-9 11-2 8-3 7-7 6-10 10-10 9-10 8-7


400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-8 8-3 7-7 6-10 11-4 10-4 9-0 e

400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-0 8-6 7-10 7-0 11-9 10-8 9-4


600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e

600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e



Unsupported Midspan

4psf 6psf 13psf

Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange

Spacing (in.) o.c. Spacing (in.) o.c.

Unsupported Midspan Unsupported Midspan

Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.

Steel Stud Solutions

Unsupported Midspan Midspan

4psf

Lateral Support of Compression Flange Lateral Support of Compression Flange

Spacing (in.) o.c. Spacing (in.) o.c.Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.

6psf 13psf

Lateral Support of Compression Flange

Unsupported MidspanUnsupported

Steel Stud Solutionsnotes:"s" denotes stress controlled

Limiting Wall Heights - Curtain Wall (feet - inches)

Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf

Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600

362S137-33 33 12 23-2 18-4 16-0 12-9 11-1 9-4 11-7 10-1 8-6 10-9 9-4 7-11 10-1 8-10 7-5 9-7 8-4 7-1 9-1 s 8-0 6-9 8-1 s 7-5 6-3

362S137-33 33 16 21-0 16-8 14-7 11-7 10-1 8-6 10-6 9-2 7-9 9-9 8-6 7-2 9-1 s 8-0 6-9 8-5 s 7-7 6-5 7-10 s 7-3 6-1 7-0 s 6-9 5-8

362S137-33 33 24 18-3 s 14-7 12-9 10-1 8-10 7-5 9-1 s 8-0 6-9 8-1 s 7-5 6-3 7-5 s 7-0 5-11 6-10 s 6-8 5-7 6-5 s 6-4 5-4 5-9 s 5-9 s 4-11

362S162-33 33 12 24-3 19-3 16-10 13-4 11-8 9-10 12-1 10-7 8-11 11-3 9-10 8-3 10-7 9-3 7-9 10-1 8-9 7-5 9-7 8-5 7-1 8-8 s 7-9 6-7

362S162-33 33 16 22-1 17-6 15-3 12-1 10-7 8-11 11-0 9-7 8-1 10-3 8-11 7-6 9-7 8-5 7-1 9-0 s 8-0 6-9 8-5 s 7-7 6-5 7-6 s 7-1 5-11

362S162-33 33 24 19-3 15-3 13-4 10-7 9-3 7-9 9-7 8-5 7-1 8-8 s 7-9 6-7 7-11 s 7-4 6-2 7-4 s 6-11 5-10 6-10 s 6-8 5-7 6-1 s 6-1 s 5-2

362S200-33 33 12 25-5 20-2 17-8 14-0 12-3 10-4 12-8 11-1 9-4 11-9 10-4 8-8 11-1 9-8 8-2 10-6 9-2 7-9 10-0 s 8-10 7-5 8-11 s 8-2 6-11

362S200-33 33 16 23-1 18-4 16-0 12-8 11-1 9-4 11-6 10-1 8-6 10-8 9-4 7-11 10-0 s 8-10 7-5 9-3 s 8-4 7-0 8-7 s 8-0 6-9 7-8 s 7-5 6-3

362S200-33 33 24 20-0 s 16-0 14-0 11-1 9-8 8-2 10-0 s 8-10 7-5 8-11 s 8-2 6-11 8-1 s 7-8 6-6 7-6 s 7-3 6-2 7-0 s 7-0 5-10 6-3 s 6-3 s 5-5

362S137-43 33 12 25-2 20-0 17-5 13-10 12-1 10-2 12-7 11-0 9-3 11-8 10-2 8-7 11-0 9-7 8-1 10-5 9-1 7-8 10-0 8-8 7-4 9-3 8-1 6-10

362S137-43 33 16 22-10 18-2 15-10 12-7 11-0 9-3 11-5 10-0 8-5 10-7 9-3 7-9 10-0 8-8 7-4 9-6 8-3 6-11 9-1 7-11 6-8 8-1 s 7-4 6-2

362S137-43 33 24 20-0 15-10 13-10 11-0 9-7 8-1 10-0 8-8 7-4 9-3 8-1 6-10 8-7 s 7-7 6-5 7-11 s 7-3 6-1 7-5 s 6-11 5-10 6-7 s 6-5 5-5

362S162-43 33 12 26-5 20-11 18-3 14-6 12-8 10-8 13-2 11-6 9-8 12-3 10-8 9-0 11-6 10-1 8-6 10-11 9-6 8-0 10-5 9-1 7-8 9-8 8-6 7-2

362S162-43 33 16 24-0 19-0 16-7 13-2 11-6 9-8 12-0 10-5 8-10 11-1 9-8 8-2 10-5 9-1 7-8 9-11 8-8 7-4 9-6 8-3 7-0 8-9 s 7-8 6-6

362S162-43 33 24 20-11 16-7 14-6 11-6 10-1 8-6 10-5 9-1 7-8 9-8 8-6 7-2 9-1 8-0 6-9 8-6 s 7-7 6-4 7-11 s 7-3 6-1 7-1 s 6-9 5-8

362S200-43 33 12 27-8 22-0 19-2 15-3 13-3 11-2 13-10 12-1 10-2 12-10 11-2 9-5 12-1 10-6 8-11 11-6 10-0 8-5 11-0 9-7 8-1 10-2 s 8-11 7-6

362S200-43 33 16 25-2 19-11 17-5 13-10 12-1 10-2 12-7 11-0 9-3 11-8 10-2 8-7 11-0 9-7 8-1 10-5 9-1 7-8 9-10 s 8-8 7-4 8-10 s 8-1 6-10

362S200-43 33 24 22-0 17-5 15-3 12-1 10-6 8-11 11-0 9-7 8-1 10-2 s 8-11 7-6 9-3 s 8-4 7-0 8-7 s 7-11 6-8 8-0 s 7-7 6-5 7-2 s 7-0 5-11

362S250-43 33 12 29-5 23-4 20-5 16-2 14-1 11-11 14-8 12-10 10-10 13-8 11-11 10-0 12-10 11-2 9-5 12-2 10-8 9-0 11-8 10-2 8-7 10-10 9-5 7-11

362S250-43 33 16 26-9 21-2 18-6 14-8 12-10 10-10 13-4 11-8 9-10 12-5 10-10 9-1 11-8 10-2 8-7 11-1 9-8 8-2 10-7 9-3 7-9 9-7 s 8-7 7-3

362S250-43 33 24 23-4 18-6 16-2 12-10 11-2 9-5 11-8 10-2 8-7 10-10 9-5 7-11 10-1 s 8-11 7-6 9-4 s 8-5 7-1 8-9 s 8-1 6-10 7-10 s 7-6 6-4

362S300-43 33 12 30-9 24-5 21-4 16-11 14-9 12-5 15-4 13-5 11-4 14-3 12-5 10-6 13-5 11-9 9-10 12-9 11-2 9-5 12-2 10-8 9-0 11-4 9-10 8-4

362S300-43 33 16 27-11 22-2 19-4 15-4 13-5 11-4 13-11 12-2 10-3 12-11 11-4 9-6 12-2 10-8 9-0 11-7 10-1 8-6 11-1 9-8 8-2 10-2 s 9-0 7-7

362S300-43 33 24 24-5 19-4 16-11 13-5 11-9 9-10 12-2 10-8 9-0 11-4 9-10 8-4 10-8 9-3 7-10 9-11 s 8-10 7-5 9-4 s 8-5 7-1 8-4 s 7-10 6-7

362S137-54 33 12 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4

362S137-54 50 12 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4

362S137-54 33 16 24-6 19-5 17-0 13-6 11-9 9-11 12-3 10-8 9-0 11-4 9-11 8-4 10-8 9-4 7-10 10-2 8-10 7-6 9-8 8-6 7-2 9-0 7-10 6-7

362S137-54 50 16 24-6 19-5 17-0 13-6 11-9 9-11 12-3 10-8 9-0 11-4 9-11 8-4 10-8 9-4 7-10 10-2 8-10 7-6 9-8 8-6 7-2 9-0 7-10 6-7

362S137-54 33 24 21-5 17-0 14-10 11-9 10-3 8-8 10-8 9-4 7-10 9-11 8-8 7-4 9-4 8-2 6-10 8-10 s 7-9 6-6 8-3 s 7-5 6-3 7-4 s 6-10 5-9

362S137-54 50 24 21-5 17-0 14-10 11-9 10-3 8-8 10-8 9-4 7-10 9-11 8-8 7-4 9-4 8-2 6-10 8-10 7-9 6-6 8-6 7-5 6-3 7-10 6-10 5-9

362S162-54 33 12 28-4 22-6 19-7 15-7 13-7 11-5 14-2 12-4 10-5 13-1 11-5 9-8 12-4 10-9 9-1 11-9 10-3 8-8 11-3 9-9 8-3 10-5 9-1 7-8

362S162-54 50 12 28-4 22-6 19-7 15-7 13-7 11-5 14-2 12-4 10-5 13-1 11-5 9-8 12-4 10-9 9-1 11-9 10-3 8-8 11-3 9-9 8-3 10-5 9-1 7-8

362S162-54 33 16 25-9 20-5 17-10 14-2 12-4 10-5 12-10 11-3 9-5 11-11 10-5 8-9 11-3 9-9 8-3 10-8 9-4 7-10 10-2 8-11 7-6 9-5 8-3 6-11

362S162-54 50 16 25-9 20-5 17-10 14-2 12-4 10-5 12-10 11-3 9-5 11-11 10-5 8-9 11-3 9-9 8-3 10-8 9-4 7-10 10-2 8-11 7-6 9-5 8-3 6-11

362S162-54 33 24 22-6 17-10 15-7 12-4 10-9 9-1 11-3 9-9 8-3 10-5 9-1 7-8 9-9 8-7 7-2 9-4 8-1 6-10 8-10 s 7-9 6-6 7-11 s 7-2 6-1

362S162-54 50 24 22-6 17-10 15-7 12-4 10-9 9-1 11-3 9-9 8-3 10-5 9-1 7-8 9-9 8-7 7-2 9-4 8-1 6-10 8-11 7-9 6-6 8-3 7-2 6-1

362S200-54 33 12 29-9 23-7 20-7 16-4 14-3 12-0 14-10 12-11 10-11 13-9 12-0 10-2 12-11 11-4 9-6 12-4 10-9 9-1 11-9 10-3 8-8 10-11 9-6 8-0

362S200-54 50 12 29-9 23-7 20-7 16-4 14-3 12-0 14-10 12-11 10-11 13-9 12-0 10-2 12-11 11-4 9-6 12-4 10-9 9-1 11-9 10-3 8-8 10-11 9-6 8-0

362S200-54 33 16 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4

362S200-54 50 16 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4

362S200-54 33 24 23-7 18-8 16-4 12-11 11-4 9-6 11-9 10-3 8-8 10-11 9-6 8-0 10-3 9-0 7-7 9-9 8-6 7-2 9-4 8-2 6-10 8-4 s 7-7 6-4

362S200-54 50 24 23-7 18-8 16-4 12-11 11-4 9-6 11-9 10-3 8-8 10-11 9-6 8-0 10-3 9-0 7-7 9-9 8-6 7-2 9-4 8-2 6-10 8-8 7-7 6-4

362S250-54 33 12 31-7 25-1 21-11 17-4 15-2 12-9 15-9 13-9 11-7 14-8 12-9 10-9 13-9 12-0 10-2 13-1 11-5 9-8 12-6 10-11 9-3 11-7 10-2 8-7

362S250-54 50 12 31-6 25-0 21-10 17-4 15-1 12-9 15-9 13-9 11-7 14-7 12-9 10-9 13-9 12-0 10-1 13-0 11-5 9-7 12-6 10-11 9-2 11-7 10-1 8-6

362S250-54 33 16 28-8 22-9 19-11 15-9 13-9 11-7 14-4 12-6 10-7 13-4 11-7 9-9 12-6 10-11 9-3 11-11 10-5 8-9 11-4 9-11 8-4 10-7 9-3 7-9

362S250-54 50 16 28-7 22-8 19-10 15-9 13-9 11-7 14-3 12-6 10-6 13-3 11-7 9-9 12-6 10-11 9-2 11-10 10-4 8-9 11-4 9-11 8-4 10-6 9-2 7-9

362S250-54 33 24 25-1 19-11 17-4 13-9 12-0 10-2 12-6 10-11 9-3 11-7 10-2 8-7 10-11 9-6 8-0 10-5 9-1 7-8 9-11 s 8-8 7-4 8-10 s 8-0 6-9

362S250-54 50 24 25-0 19-10 17-4 13-9 12-0 10-1 12-6 10-11 9-2 11-7 10-1 8-6 10-11 9-6 8-0 10-4 9-0 7-7 9-11 8-8 7-3 9-2 8-0 6-9

362S300-54 33 12 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-2 13-2 11-6 9-8 12-3 10-8 9-0

362S300-54 50 12 32-10 26-1 22-9 18-1 15-9 13-3 16-5 14-4 12-1 15-3 13-3 11-2 14-4 12-6 10-6 13-7 11-11 10-0 13-0 11-4 9-7 12-1 10-6 8-11

362S300-54 33 16 30-2 23-11 20-11 16-7 14-6 12-3 15-1 13-2 11-1 14-0 12-3 10-4 13-2 11-6 9-8 12-6 10-11 9-2 11-11 10-5 8-10 11-1 9-8 8-2

362S300-54 50 16 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 11-0 9-7 8-1

362S300-54 33 24 26-4 20-11 18-3 14-6 12-8 10-8 13-2 11-6 9-8 12-3 10-8 9-0 11-6 10-0 8-6 10-11 9-6 8-0 10-5 9-1 7-8 9-5 s 8-6 7-2

362S300-54 50 24 26-1 20-8 18-1 14-4 12-6 10-6 13-0 11-4 9-7 12-1 10-6 8-11 11-4 9-11 8-4 10-9 9-5 7-11 10-4 9-0 7-7 9-7 8-4 7-0





362S137-68 33 12 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10

362S137-68 50 12 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10

362S137-68 33 16 26-3 20-10 18-3 14-5 12-7 10-8 13-1 11-5 9-8 12-2 10-8 9-0 11-5 10-0 8-5 10-11 9-6 8-0 10-5 9-1 7-8 9-8 8-5 7-1

362S137-68 50 16 26-3 20-10 18-3 14-5 12-7 10-8 13-1 11-5 9-8 12-2 10-8 9-0 11-5 10-0 8-5 10-11 9-6 8-0 10-5 9-1 7-8 9-8 8-5 7-1

362S137-68 33 24 22-11 18-3 15-11 12-7 11-0 9-3 11-5 10-0 8-5 10-8 9-3 7-10 10-0 8-9 7-4 9-6 8-4 7-0 9-1 7-11 6-8 8-2 s 7-4 6-2

362S137-68 50 24 22-11 18-3 15-11 12-7 11-0 9-3 11-5 10-0 8-5 10-8 9-3 7-10 10-0 8-9 7-4 9-6 8-4 7-0 9-1 7-11 6-8 8-5 7-4 6-2

362S162-68 33 12 30-5 24-1 21-1 16-8 14-7 12-4 15-2 13-3 11-2 14-1 12-4 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3

362S162-68 50 12 30-5 24-1 21-1 16-8 14-7 12-4 15-2 13-3 11-2 14-1 12-4 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3

362S162-68 33 16 27-7 21-11 19-2 15-2 13-3 11-2 13-9 12-0 10-2 12-9 11-2 9-5 12-0 10-6 8-10 11-5 10-0 8-5 10-11 9-7 8-0 10-2 8-10 7-6

362S162-68 50 16 27-7 21-11 19-2 15-2 13-3 11-2 13-9 12-0 10-2 12-9 11-2 9-5 12-0 10-6 8-10 11-5 10-0 8-5 10-11 9-7 8-0 10-2 8-10 7-6

362S162-68 33 24 24-1 19-2 16-8 13-3 11-7 9-9 12-0 10-6 8-10 11-2 9-9 8-3 10-6 9-2 7-9 10-0 8-9 7-4 9-7 8-4 7-0 8-10 s 7-9 6-6

362S162-68 50 24 24-1 19-2 16-8 13-3 11-7 9-9 12-0 10-6 8-10 11-2 9-9 8-3 10-6 9-2 7-9 10-0 8-9 7-4 9-7 8-4 7-0 8-10 7-9 6-6

362S200-68 33 12 31-11 25-4 22-1 17-6 15-4 12-11 15-11 13-11 11-9 14-9 12-11 10-11 13-11 12-2 10-3 13-3 11-6 9-9 12-8 11-0 9-4 11-9 10-3 8-8

362S200-68 50 12 31-11 25-4 22-1 17-6 15-4 12-11 15-11 13-11 11-9 14-9 12-11 10-11 13-11 12-2 10-3 13-3 11-6 9-9 12-8 11-0 9-4 11-9 10-3 8-8

362S200-68 33 16 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-0 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10

362S200-68 50 16 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-0 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10

362S200-68 33 24 25-4 20-1 17-6 13-11 12-2 10-3 12-8 11-0 9-4 11-9 10-3 8-8 11-0 9-8 8-1 10-6 9-2 7-9 10-0 8-9 7-4 9-4 8-1 6-10

362S200-68 50 24 25-4 20-1 17-6 13-11 12-2 10-3 12-8 11-0 9-4 11-9 10-3 8-8 11-0 9-8 8-1 10-6 9-2 7-9 10-0 8-9 7-4 9-4 8-1 6-10

362S250-68 33 12 33-11 26-11 23-6 18-8 16-4 13-9 16-11 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-3 10-4 13-5 11-9 9-11 12-6 10-11 9-2

362S250-68 50 12 33-11 26-11 23-6 18-8 16-4 13-9 16-11 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-3 10-4 13-5 11-9 9-11 12-6 10-11 9-2

362S250-68 33 16 30-10 24-6 21-4 16-11 14-10 12-6 15-5 13-5 11-4 14-3 12-6 10-6 13-5 11-9 9-11 12-9 11-2 9-5 12-3 10-8 9-0 11-4 9-11 8-4

362S250-68 50 16 30-10 24-6 21-4 16-11 14-10 12-6 15-5 13-5 11-4 14-3 12-6 10-6 13-5 11-9 9-11 12-9 11-2 9-5 12-3 10-8 9-0 11-4 9-11 8-4

362S250-68 33 24 26-11 21-4 18-8 14-10 12-11 10-11 13-5 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-2 10-8 9-4 7-10 9-11 8-8 7-3

362S250-68 50 24 26-11 21-4 18-8 14-10 12-11 10-11 13-5 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-2 10-8 9-4 7-10 9-11 8-8 7-3

362S300-68 33 12 35-9 28-4 24-9 19-8 17-2 14-5 17-10 15-7 13-2 16-7 14-5 12-2 15-7 13-7 11-6 14-10 12-11 10-11 14-2 12-4 10-5 13-2 11-6 9-8

362S300-68 50 12 35-8 28-3 24-8 19-7 17-1 14-5 17-10 15-7 13-1 16-6 14-5 12-2 15-7 13-7 11-5 14-9 12-11 10-10 14-1 12-4 10-5 13-1 11-5 9-8

362S300-68 33 16 32-5 25-9 22-6 17-10 15-7 13-2 16-2 14-2 11-11 15-0 13-2 11-1 14-2 12-4 10-5 13-5 11-9 9-11 12-10 11-3 9-5 11-11 10-5 8-9

362S300-68 50 16 32-5 25-8 22-5 17-10 15-7 13-1 16-2 14-1 11-11 15-0 13-1 11-1 14-1 12-4 10-5 13-5 11-9 9-10 12-10 11-2 9-5 11-11 10-5 8-9

362S300-68 33 24 28-4 22-6 19-8 15-7 13-7 11-6 14-2 12-4 10-5 13-2 11-6 9-8 12-4 10-9 9-1 11-9 10-3 8-8 11-3 9-10 8-3 10-5 9-1 7-8

362S300-68 50 24 28-3 22-5 19-7 15-7 13-7 11-5 14-1 12-4 10-5 13-1 11-5 9-8 12-4 10-9 9-1 11-9 10-3 8-7 11-2 9-9 8-3 10-5 9-1 7-8

362S162-97 33 12 33-9 26-9 23-5 18-7 16-2 13-8 16-10 14-9 12-5 15-8 13-8 11-6 14-9 12-10 10-10 14-0 12-2 10-3 13-4 11-8 9-10 12-5 10-10 9-2

362S162-97 50 12 33-9 26-9 23-5 18-7 16-2 13-8 16-10 14-9 12-5 15-8 13-8 11-6 14-9 12-10 10-10 14-0 12-2 10-3 13-4 11-8 9-10 12-5 10-10 9-2

362S162-97 33 16 30-8 24-4 21-3 16-10 14-9 12-5 15-4 13-4 11-3 14-2 12-5 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-2 10-7 8-11 11-3 9-10 8-3

362S162-97 50 16 30-8 24-4 21-3 16-10 14-9 12-5 15-4 13-4 11-3 14-2 12-5 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-2 10-7 8-11 11-3 9-10 8-3

362S162-97 33 24 26-9 21-3 18-7 14-9 12-10 10-10 13-4 11-8 9-10 12-5 10-10 9-2 11-8 10-2 8-7 11-1 9-8 8-2 10-7 9-3 7-10 9-7 s 8-7 7-3

362S162-97 50 24 26-9 21-3 18-7 14-9 12-10 10-10 13-4 11-8 9-10 12-5 10-10 9-2 11-8 10-2 8-7 11-1 9-8 8-2 10-7 9-3 7-10 9-10 8-7 7-3

362S200-97 33 12 35-5 28-2 24-7 19-6 17-0 14-4 17-8 15-6 13-0 16-5 14-4 12-1 15-6 13-6 11-5 14-8 12-10 10-10 14-1 12-3 10-4 13-0 11-5 9-7

362S200-97 50 12 35-5 28-2 24-7 19-6 17-0 14-4 17-8 15-6 13-0 16-5 14-4 12-1 15-6 13-6 11-5 14-8 12-10 10-10 14-1 12-3 10-4 13-0 11-5 9-7

362S200-97 33 16 32-3 25-7 22-4 17-8 15-6 13-0 16-1 14-1 11-10 14-11 13-0 11-0 14-1 12-3 10-4 13-4 11-8 9-10 12-9 11-2 9-5 11-10 10-4 8-9

362S200-97 50 16 32-3 25-7 22-4 17-8 15-6 13-0 16-1 14-1 11-10 14-11 13-0 11-0 14-1 12-3 10-4 13-4 11-8 9-10 12-9 11-2 9-5 11-10 10-4 8-9

362S200-97 33 24 28-2 22-4 19-6 15-6 13-6 11-5 14-1 12-3 10-4 13-0 11-5 9-7 12-3 10-9 9-0 11-8 10-2 8-7 11-2 9-9 8-2 10-4 9-0 7-7

362S200-97 50 24 28-2 22-4 19-6 15-6 13-6 11-5 14-1 12-3 10-4 13-0 11-5 9-7 12-3 10-9 9-0 11-8 10-2 8-7 11-2 9-9 8-2 10-4 9-0 7-7

362S250-97 33 12 37-9 30-0 26-2 20-9 18-2 15-3 18-10 16-6 13-11 17-6 15-3 12-11 16-6 14-5 12-2 15-8 13-8 11-6 15-0 13-1 11-0 13-11 12-2 10-3

362S250-97 50 12 37-9 30-0 26-2 20-9 18-2 15-3 18-10 16-6 13-11 17-6 15-3 12-11 16-6 14-5 12-2 15-8 13-8 11-6 15-0 13-1 11-0 13-11 12-2 10-3

362S250-97 33 16 34-4 27-3 23-9 18-10 16-6 13-11 17-2 15-0 12-7 15-11 13-11 11-8 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11-10 10-0 12-7 11-0 9-3

362S250-97 50 16 34-4 27-3 23-9 18-10 16-6 13-11 17-2 15-0 12-7 15-11 13-11 11-8 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11-10 10-0 12-7 11-0 9-3

362S250-97 33 24 30-0 23-9 20-9 16-6 14-5 12-2 15-0 13-1 11-0 13-11 12-2 10-3 13-1 11-5 9-7 12-5 10-10 9-2 11-10 10-4 8-9 11-0 9-7 8-1

362S250-97 50 24 30-0 23-9 20-9 16-6 14-5 12-2 15-0 13-1 11-0 13-11 12-2 10-3 13-1 11-5 9-7 12-5 10-10 9-2 11-10 10-4 8-9 11-0 9-7 8-1

362S300-97 33 12 39-9 31-7 27-7 21-11 19-1 16-1 19-10 17-4 14-8 18-5 16-1 13-7 17-4 15-2 12-9 16-6 14-5 12-2 15-9 13-9 11-7 14-8 12-9 10-9

362S300-97 50 12 39-9 31-7 27-7 21-11 19-1 16-1 19-10 17-4 14-8 18-5 16-1 13-7 17-4 15-2 12-9 16-6 14-5 12-2 15-9 13-9 11-7 14-8 12-9 10-9

362S300-97 33 16 36-2 28-8 25-1 19-10 17-4 14-8 18-1 15-9 13-3 16-9 14-8 12-4 15-9 13-9 11-7 15-0 13-1 11-0 14-4 12-6 10-6 13-3 11-7 9-9

362S300-97 50 16 36-2 28-8 25-1 19-10 17-4 14-8 18-1 15-9 13-3 16-9 14-8 12-4 15-9 13-9 11-7 15-0 13-1 11-0 14-4 12-6 10-6 13-3 11-7 9-9

362S300-97 33 24 31-7 25-1 21-11 17-4 15-2 12-9 15-9 13-9 11-7 14-8 12-9 10-9 13-9 12-0 10-2 13-1 11-5 9-7 12-6 10-11 9-2 11-7 10-2 8-6

362S300-97 50 24 31-7 25-1 21-11 17-4 15-2 12-9 15-9 13-9 11-7 14-8 12-9 10-9 13-9 12-0 10-2 13-1 11-5 9-7 12-6 10-11 9-2 11-7 10-2 8-6





400S137-33 33 12 25-0 19-10 17-4 13-9 12-0 10-1 12-6 10-11 9-2 11-7 10-1 8-6 10-11 9-6 8-0 10-4 9-0 7-7 9-9 s 8-8 7-3 8-8 s 8-0 6-9

400S137-33 33 16 22-9 18-0 15-9 12-6 10-11 9-2 11-4 9-11 8-4 10-6 9-2 7-9 9-9 s 8-8 7-3 9-0 s 8-2 6-11 8-5 s 7-10 6-7 7-6 s 7-3 6-2

400S137-33 33 24 19-6 s 15-9 13-9 10-11 9-6 8-0 9-9 s 8-8 7-3 8-8 s 8-0 6-9 7-11 s 7-7 6-4 7-4 s 7-2 6-0 6-10 s 6-10 5-9 6-2 s 6-2 s 5-4

400S162-33 33 12 26-2 20-9 18-2 14-5 12-7 10-7 13-1 11-5 9-7 12-2 10-7 8-11 11-5 10-0 8-5 10-10 9-6 8-0 10-4 s 9-1 7-8 9-3 s 8-5 7-1

400S162-33 33 16 23-9 18-10 16-6 13-1 11-5 9-7 11-10 10-4 8-9 11-0 9-7 8-1 10-4 s 9-1 7-8 9-7 s 8-7 7-3 9-0 s 8-3 6-11 8-0 s 7-8 6-5

400S162-33 33 24 20-9 s 16-6 14-5 11-5 10-0 8-5 10-4 s 9-1 7-8 9-3 s 8-5 7-1 8-5 s 7-11 6-8 7-10 s 7-6 6-4 7-4 s 7-2 6-1 6-6 s 6-6 s 5-7

400S200-33 33 12 27-5 21-9 19-0 15-1 13-2 11-1 13-8 11-11 10-1 12-8 11-1 9-4 11-11 10-5 8-10 11-4 9-11 8-4 10-8 s 9-6 8-0 9-6 s 8-10 7-5

400S200-33 33 16 24-11 19-9 17-3 13-8 11-11 10-1 12-5 10-10 9-2 11-6 10-1 8-6 10-8 s 9-6 8-0 9-10 s 9-0 7-7 9-2 s 8-7 7-3 8-3 s 8-0 6-9

400S200-33 33 24 21-4 s 17-3 15-1 11-11 10-5 8-10 10-8 s 9-6 8-0 9-6 s 8-10 7-5 8-8 s 8-3 7-0 8-0 s 7-10 6-7 7-6 s 7-6 s 6-4 6-8 s 6-8 s 5-11

400S137-43 33 12 27-2 21-7 18-10 14-11 13-1 11-0 13-7 11-10 10-0 12-7 11-0 9-3 11-10 10-4 8-9 11-3 9-10 8-3 10-9 9-5 7-11 10-0 8-9 7-4

400S137-43 33 16 24-8 19-7 17-1 13-7 11-10 10-0 12-4 10-9 9-1 11-5 10-0 8-5 10-9 9-5 7-11 10-3 8-11 7-6 9-8 s 8-6 7-2 8-8 s 7-11 6-8

400S137-43 33 24 21-7 17-1 14-11 11-10 10-4 8-9 10-9 9-5 7-11 10-0 8-9 7-4 9-2 s 8-2 6-11 8-6 s 7-9 6-7 7-11 s 7-5 6-3 7-1 s 6-11 5-10

400S162-43 33 12 28-6 22-7 19-9 15-8 13-8 11-6 14-3 12-5 10-6 13-2 11-6 9-9 12-5 10-10 9-2 11-10 10-4 8-8 11-3 9-10 8-4 10-6 9-2 7-8

400S162-43 33 16 25-10 20-6 17-11 14-3 12-5 10-6 12-11 11-3 9-6 12-0 10-6 8-10 11-3 9-10 8-4 10-9 9-4 7-11 10-3 8-11 7-6 9-4 s 8-4 7-0

400S162-43 33 24 22-7 17-11 15-8 12-5 10-10 9-2 11-3 9-10 8-4 10-6 9-2 7-8 9-10 s 8-7 7-3 9-1 s 8-2 6-11 8-6 s 7-10 6-7 7-7 s 7-3 6-1

400S200-43 33 12 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 10-10 s 9-7 8-1

400S200-43 33 16 27-1 21-6 18-9 14-11 13-0 11-0 13-6 11-10 10-0 12-7 11-0 9-3 11-10 10-4 8-8 11-3 9-10 8-3 10-6 s 9-4 7-11 9-5 s 8-8 7-4

400S200-43 33 24 23-8 18-9 16-5 13-0 11-4 9-7 11-10 10-4 8-8 10-10 s 9-7 8-1 9-11 s 9-0 7-7 9-2 s 8-7 7-2 8-7 s 8-2 6-11 7-8 s 7-7 6-5

400S250-43 33 12 31-8 25-2 21-11 17-5 15-2 12-10 15-10 13-10 11-8 14-8 12-10 10-10 13-10 12-1 10-2 13-1 11-5 9-8 12-7 10-11 9-3 11-8 10-2 8-7

400S250-43 33 16 28-9 22-10 19-11 15-10 13-10 11-8 14-4 12-7 10-7 13-4 11-8 9-10 12-7 10-11 9-3 11-11 10-5 8-9 11-5 9-11 8-5 10-3 s 9-3 7-9

400S250-43 33 24 25-2 19-11 17-5 13-10 12-1 10-2 12-7 10-11 9-3 11-8 10-2 8-7 10-9 s 9-7 8-1 10-0 s 9-1 7-8 9-4 s 8-8 7-4 8-4 s 8-1 6-9

400S300-43 33 12 33-1 26-3 22-11 18-2 15-11 13-5 16-6 14-5 12-2 15-4 13-5 11-4 14-5 12-7 10-8 13-9 12-0 10-1 13-1 11-5 9-8 12-2 10-8 9-0

400S300-43 33 16 30-1 23-10 20-10 16-6 14-5 12-2 15-0 13-1 11-1 13-11 12-2 10-3 13-1 11-5 9-8 12-5 10-11 9-2 11-11 10-5 8-9 10-10 s 9-8 8-2

400S300-43 33 24 26-3 20-10 18-2 14-5 12-7 10-8 13-1 11-5 9-8 12-2 10-8 9-0 11-5 s 10-0 8-5 10-7 s 9-6 8-0 9-11 s 9-1 7-8 8-10 s 8-5 7-1

400S137-54 33 12 29-2 23-2 20-2 16-0 14-0 11-10 14-7 12-9 10-9 13-6 11-10 9-11 12-9 11-1 9-4 12-1 10-7 8-11 11-7 10-1 8-6 10-9 9-4 7-11

400S137-54 50 12 29-2 23-2 20-2 16-0 14-0 11-10 14-7 12-9 10-9 13-6 11-10 9-11 12-9 11-1 9-4 12-1 10-7 8-11 11-7 10-1 8-6 10-9 9-4 7-11

400S137-54 33 16 26-6 21-0 18-4 14-7 12-9 10-9 13-3 11-7 9-9 12-3 10-9 9-0 11-7 10-1 8-6 11-0 9-7 8-1 10-6 9-2 7-9 9-8 s 8-6 7-2

400S137-54 50 16 26-6 21-0 18-4 14-7 12-9 10-9 13-3 11-7 9-9 12-3 10-9 9-0 11-7 10-1 8-6 11-0 9-7 8-1 10-6 9-2 7-9 9-9 8-6 7-2

400S137-54 33 24 23-2 18-4 16-0 12-9 11-1 9-4 11-7 10-1 8-6 10-9 9-4 7-11 10-1 8-10 7-5 9-5 s 8-4 7-1 8-10 s 8-0 6-9 7-10 s 7-5 6-3

400S137-54 50 24 23-2 18-4 16-0 12-9 11-1 9-4 11-7 10-1 8-6 10-9 9-4 7-11 10-1 8-10 7-5 9-7 8-4 7-1 9-2 8-0 6-9 8-6 7-5 6-3

400S162-54 33 12 30-7 24-3 21-2 16-10 14-8 12-4 15-3 13-4 11-3 14-2 12-4 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-1 10-7 8-11 11-3 9-10 8-3

400S162-54 50 12 30-7 24-3 21-2 16-10 14-8 12-4 15-3 13-4 11-3 14-2 12-4 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-1 10-7 8-11 11-3 9-10 8-3

400S162-54 33 16 27-9 22-0 19-3 15-3 13-4 11-3 13-10 12-1 10-2 12-10 11-3 9-6 12-1 10-7 8-11 11-6 10-0 8-6 11-0 9-7 8-1 10-2 8-11 7-6

400S162-54 50 16 27-9 22-0 19-3 15-3 13-4 11-3 13-10 12-1 10-2 12-10 11-3 9-6 12-1 10-7 8-11 11-6 10-0 8-6 11-0 9-7 8-1 10-2 8-11 7-6

400S162-54 33 24 24-3 19-3 16-10 13-4 11-8 9-10 12-1 10-7 8-11 11-3 9-10 8-3 10-7 9-3 7-9 10-0 8-9 7-5 9-5 s 8-5 7-1 8-5 s 7-9 6-7

400S162-54 50 24 24-3 19-3 16-10 13-4 11-8 9-10 12-1 10-7 8-11 11-3 9-10 8-3 10-7 9-3 7-9 10-0 8-9 7-5 9-7 8-5 7-1 8-11 7-9 6-7

400S200-54 33 12 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8

400S200-54 50 12 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8

400S200-54 33 16 29-1 23-1 20-2 16-0 14-0 11-9 14-6 12-8 10-8 13-6 11-9 9-11 12-8 11-1 9-4 12-1 10-6 8-10 11-6 10-1 8-6 10-8 9-4 7-10

400S200-54 50 16 29-1 23-1 20-2 16-0 14-0 11-9 14-6 12-8 10-8 13-6 11-9 9-11 12-8 11-1 9-4 12-1 10-6 8-10 11-6 10-1 8-6 10-8 9-4 7-10

400S200-54 33 24 25-5 20-2 17-7 14-0 12-2 10-3 12-8 11-1 9-4 11-9 10-3 8-8 11-1 9-8 8-2 10-6 9-2 7-9 10-0 s 8-9 7-5 8-11 s 8-2 6-10

400S200-54 50 24 25-5 20-2 17-7 14-0 12-2 10-3 12-8 11-1 9-4 11-9 10-3 8-8 11-1 9-8 8-2 10-6 9-2 7-9 10-1 8-9 7-5 9-4 8-2 6-10

400S250-54 33 12 34-0 27-0 23-7 18-9 16-4 13-9 17-0 14-10 12-6 15-9 13-9 11-7 14-10 13-0 10-11 14-1 12-4 10-4 13-6 11-9 9-11 12-6 10-11 9-2

400S250-54 50 12 33-11 26-11 23-6 18-8 16-3 13-9 16-11 14-9 12-6 15-9 13-9 11-7 14-9 12-11 10-11 14-1 12-3 10-4 13-5 11-9 9-11 12-6 10-11 9-2

400S250-54 33 16 30-11 24-6 21-5 17-0 14-10 12-6 15-5 13-6 11-4 14-4 12-6 10-7 13-6 11-9 9-11 12-10 11-2 9-5 12-3 10-8 9-0 11-4 9-11 8-4

400S250-54 50 16 30-10 24-5 21-4 16-11 14-9 12-6 15-5 13-5 11-4 14-3 12-6 10-6 13-5 11-9 9-11 12-9 11-2 9-5 12-2 10-8 9-0 11-4 9-11 8-4

400S250-54 33 24 27-0 21-5 18-9 14-10 13-0 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-7 s 9-4 7-10 9-5 s 8-8 7-4

400S250-54 50 24 26-11 21-4 18-8 14-9 12-11 10-11 13-5 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-2 10-8 9-4 7-10 9-11 8-8 7-3

400S300-54 33 12 35-9 28-5 24-10 19-8 17-2 14-6 17-10 15-7 13-2 16-7 14-6 12-3 15-7 13-8 11-6 14-10 12-11 10-11 14-2 12-5 10-5 13-2 11-6 9-8

400S300-54 50 12 35-4 28-0 24-6 19-5 17-0 14-4 17-8 15-5 13-0 16-5 14-4 12-1 15-5 13-6 11-4 14-8 12-9 10-9 14-0 12-3 10-4 13-0 11-4 9-7

400S300-54 33 16 32-6 25-9 22-6 17-10 15-7 13-2 16-3 14-2 11-11 15-1 13-2 11-1 14-2 12-5 10-5 13-6 11-9 9-11 12-10 11-3 9-6 11-11 10-5 8-10

400S300-54 50 16 32-1 25-6 22-3 17-8 15-5 13-0 16-0 14-0 11-10 14-11 13-0 10-11 14-0 12-3 10-4 13-4 11-7 9-9 12-9 11-1 9-4 11-10 10-4 8-8

400S300-54 33 24 28-5 22-6 19-8 15-7 13-8 11-6 14-2 12-5 10-5 13-2 11-6 9-8 12-5 10-10 9-1 11-9 10-3 8-8 11-3 s 9-10 8-3 10-0 s 9-1 7-8

400S300-54 50 24 28-0 22-3 19-5 15-5 13-6 11-4 14-0 12-3 10-4 13-0 11-4 9-7 12-3 10-8 9-0 11-7 10-2 8-7 11-1 9-8 8-2 10-4 9-0 7-7





400S137-68 33 12 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-6

400S137-68 50 12 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-6

400S137-68 33 16 28-5 22-7 19-8 15-7 13-8 11-6 14-2 12-5 10-5 13-2 11-6 9-8 12-5 10-10 9-1 11-9 10-3 8-8 11-3 9-10 8-3 10-5 9-1 7-8

400S137-68 50 16 28-5 22-7 19-8 15-7 13-8 11-6 14-2 12-5 10-5 13-2 11-6 9-8 12-5 10-10 9-1 11-9 10-3 8-8 11-3 9-10 8-3 10-5 9-1 7-8

400S137-68 33 24 24-10 19-8 17-2 13-8 11-11 10-0 12-5 10-10 9-1 11-6 10-0 8-6 10-10 9-5 8-0 10-3 9-0 7-7 9-9 s 8-7 7-3 8-9 s 8-0 6-8

400S137-68 50 24 24-10 19-8 17-2 13-8 11-11 10-0 12-5 10-10 9-1 11-6 10-0 8-6 10-10 9-5 8-0 10-3 9-0 7-7 9-10 8-7 7-3 9-1 8-0 6-8

400S162-68 33 12 32-10 26-0 22-9 18-0 15-9 13-3 16-5 14-4 12-1 15-3 13-3 11-2 14-4 12-6 10-6 13-7 11-10 10-0 13-0 11-4 9-7 12-1 10-6 8-11

400S162-68 50 12 32-10 26-0 22-9 18-0 15-9 13-3 16-5 14-4 12-1 15-3 13-3 11-2 14-4 12-6 10-6 13-7 11-10 10-0 13-0 11-4 9-7 12-1 10-6 8-11

400S162-68 33 16 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 10-11 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 10-11 9-7 8-1

400S162-68 50 16 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 10-11 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 10-11 9-7 8-1

400S162-68 33 24 26-0 20-8 18-0 14-4 12-6 10-6 13-0 11-4 9-7 12-1 10-6 8-11 11-4 9-11 8-4 10-9 9-5 7-11 10-4 9-0 7-7 9-5 s 8-4 7-0

400S162-68 50 24 26-0 20-8 18-0 14-4 12-6 10-6 13-0 11-4 9-7 12-1 10-6 8-11 11-4 9-11 8-4 10-9 9-5 7-11 10-4 9-0 7-7 9-7 8-4 7-0

400S200-68 33 12 34-5 27-4 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-1 14-3 12-5 10-6 13-8 11-11 10-0 12-8 11-1 9-4

400S200-68 50 12 34-5 27-4 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-1 14-3 12-5 10-6 13-8 11-11 10-0 12-8 11-1 9-4

400S200-68 33 16 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-5

400S200-68 50 16 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-5

400S200-68 33 24 27-4 21-8 18-11 15-0 13-1 11-1 13-8 11-11 10-0 12-8 11-1 9-4 11-11 10-5 8-9 11-4 9-10 8-4 10-10 9-5 7-11 10-0 8-9 7-5

400S200-68 50 24 27-4 21-8 18-11 15-0 13-1 11-1 13-8 11-11 10-0 12-8 11-1 9-4 11-11 10-5 8-9 11-4 9-10 8-4 10-10 9-5 7-11 10-0 8-9 7-5

400S250-68 33 12 36-7 29-0 25-4 20-1 17-7 14-10 18-3 15-11 13-5 16-11 14-10 12-6 15-11 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 11-9 9-11

400S250-68 50 12 36-7 29-0 25-4 20-1 17-7 14-10 18-3 15-11 13-5 16-11 14-10 12-6 15-11 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 11-9 9-11

400S250-68 33 16 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-2 13-2 11-6 9-8 12-3 10-8 9-0

400S250-68 50 16 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-2 13-2 11-6 9-8 12-3 10-8 9-0

400S250-68 33 24 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-1 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10

400S250-68 50 24 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-1 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10

400S300-68 33 12 38-6 30-6 26-8 21-2 18-6 15-7 19-3 16-9 14-2 17-10 15-7 13-2 16-9 14-8 12-4 15-11 13-11 11-9 15-3 13-4 11-3 14-2 12-4 10-5

400S300-68 50 12 38-4 30-5 26-7 21-1 18-5 15-6 19-2 16-9 14-1 17-9 15-6 13-1 16-9 14-7 12-4 15-11 13-11 11-8 15-2 13-3 11-2 14-1 12-4 10-5

400S300-68 33 16 34-11 27-9 24-3 19-3 16-9 14-2 17-5 15-3 12-10 16-2 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-10 11-3 9-5

400S300-68 50 16 34-10 27-8 24-2 19-2 16-9 14-1 17-5 15-2 12-10 16-2 14-1 11-11 15-2 13-3 11-2 14-5 12-7 10-8 13-10 12-1 10-2 12-10 11-2 9-5

400S300-68 33 24 30-6 24-3 21-2 16-9 14-8 12-4 15-3 13-4 11-3 14-2 12-4 10-5 13-4 11-7 9-10 12-8 11-0 9-4 12-1 10-7 8-11 11-3 9-10 8-3

400S300-68 50 24 30-5 24-2 21-1 16-9 14-7 12-4 15-2 13-3 11-2 14-1 12-4 10-5 13-3 11-7 9-9 12-7 11-0 9-3 12-1 10-6 8-10 11-2 9-9 8-3

400S162-97 33 12 36-5 28-11 25-3 20-1 17-6 14-9 18-2 15-11 13-5 16-11 14-9 12-5 15-11 13-11 11-8 15-1 13-2 11-1 14-5 12-7 10-8 13-5 11-8 9-10

400S162-97 50 12 36-5 28-11 25-3 20-1 17-6 14-9 18-2 15-11 13-5 16-11 14-9 12-5 15-11 13-11 11-8 15-1 13-2 11-1 14-5 12-7 10-8 13-5 11-8 9-10

400S162-97 33 16 33-1 26-3 22-11 18-2 15-11 13-5 16-6 14-5 12-2 15-4 13-5 11-4 14-5 12-7 10-8 13-9 12-0 10-1 13-1 11-5 9-8 12-2 10-8 9-0

400S162-97 50 16 33-1 26-3 22-11 18-2 15-11 13-5 16-6 14-5 12-2 15-4 13-5 11-4 14-5 12-7 10-8 13-9 12-0 10-1 13-1 11-5 9-8 12-2 10-8 9-0

400S162-97 33 24 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10

400S162-97 50 24 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10

400S200-97 33 12 38-3 30-4 26-6 21-0 18-5 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 14-1 12-3 10-4

400S200-97 50 12 38-3 30-4 26-6 21-0 18-5 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 14-1 12-3 10-4

400S200-97 33 16 34-9 27-7 24-1 19-1 16-8 14-1 17-4 15-2 12-9 16-1 14-1 11-10 15-2 13-3 11-2 14-5 12-7 10-7 13-9 12-0 10-2 12-9 11-2 9-5

400S200-97 50 16 34-9 27-7 24-1 19-1 16-8 14-1 17-4 15-2 12-9 16-1 14-1 11-10 15-2 13-3 11-2 14-5 12-7 10-7 13-9 12-0 10-2 12-9 11-2 9-5

400S200-97 33 24 30-4 24-1 21-0 16-8 14-7 12-3 15-2 13-3 11-2 14-1 12-3 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3

400S200-97 50 24 30-4 24-1 21-0 16-8 14-7 12-3 15-2 13-3 11-2 14-1 12-3 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3

400S250-97 33 12 40-9 32-4 28-3 22-5 19-7 16-6 20-4 17-9 15-0 18-11 16-6 13-11 17-9 15-6 13-1 16-10 14-9 12-5 16-2 14-1 11-11 15-0 13-1 11-0

400S250-97 50 12 40-9 32-4 28-3 22-5 19-7 16-6 20-4 17-9 15-0 18-11 16-6 13-11 17-9 15-6 13-1 16-10 14-9 12-5 16-2 14-1 11-11 15-0 13-1 11-0

400S250-97 33 16 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-7 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-7 11-11 10-0

400S250-97 50 16 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-7 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-7 11-11 10-0

400S250-97 33 24 32-4 25-8 22-5 17-9 15-6 13-1 16-2 14-1 11-11 15-0 13-1 11-0 14-1 12-4 10-4 13-5 11-8 9-10 12-10 11-2 9-5 11-11 10-4 8-9

400S250-97 50 24 32-4 25-8 22-5 17-9 15-6 13-1 16-2 14-1 11-11 15-0 13-1 11-0 14-1 12-4 10-4 13-5 11-8 9-10 12-10 11-2 9-5 11-11 10-4 8-9

400S300-97 33 12 42-10 34-0 29-9 23-7 20-7 17-4 21-5 18-8 15-9 19-11 17-4 14-8 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7

400S300-97 50 12 42-10 34-0 29-9 23-7 20-7 17-4 21-5 18-8 15-9 19-11 17-4 14-8 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7

400S300-97 33 16 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-3 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6

400S300-97 50 16 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-3 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6

400S300-97 33 24 34-0 27-0 23-7 18-8 16-4 13-9 17-0 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-4 10-4 13-6 11-9 9-11 12-6 10-11 9-2

400S300-97 50 24 34-0 27-0 23-7 18-8 16-4 13-9 17-0 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-4 10-4 13-6 11-9 9-11 12-6 10-11 9-2





550S137-33 33 12 32-2 25-6 22-4 17-8 15-5 13-0 16-1 14-0 11-10 14-11 13-0 11-0 14-0 s 12-3 10-4 12-11 s 11-8 9-10 12-1 s 11-2 9-5 10-10 s 10-4 8-8

550S137-33 33 16 29-3 23-2 20-3 16-1 14-0 11-10 14-7 12-9 10-9 13-3 s 11-10 10-0 12-1 s 11-2 9-5 11-3 s 10-7 8-11 10-6 s 10-1 8-6 9-4 s 9-4 s 7-11

550S137-33 33 24 24-3 s 20-3 17-8 14-0 s 12-3 10-4 12-1 s 11-2 9-5 10-10 s 10-4 8-8 9-11 s 9-9 8-2 9-2 s 9-2 s 7-9 8-7 s 8-7 s 7-5 7-8 s 7-8 s 6-11

550S162-33 33 12 33-7 26-8 23-3 18-6 16-2 13-7 16-9 14-8 12-4 15-7 13-7 11-6 14-8 12-9 10-9 13-9 s 12-2 10-3 12-10 s 11-7 9-10 11-6 s 10-9 9-1

550S162-33 33 16 30-6 24-3 21-2 16-9 14-8 12-4 15-3 13-4 11-3 14-1 s 12-4 10-5 12-10 s 11-7 9-10 11-11 s 11-0 9-4 11-2 s 10-7 8-11 9-11 s 9-10 8-3

550S162-33 33 24 25-9 s 21-2 18-6 14-8 12-9 10-9 12-10 s 11-7 9-10 11-6 s 10-9 9-1 10-6 s 10-2 8-7 9-9 s 9-8 8-1 9-1 s 9-1 s 7-9 8-1 s 8-1 s 7-2

550S200-33 33 12 35-0 27-9 24-3 19-3 16-10 14-2 17-6 15-3 12-11 16-3 14-2 11-11 15-3 s 13-4 11-3 14-1 s 12-8 10-8 13-2 s 12-1 10-3 11-9 s 11-3 9-6

550S200-33 33 16 31-10 25-3 22-1 17-6 15-3 12-11 15-11 13-10 11-8 14-5 s 12-11 10-10 13-2 s 12-1 10-3 12-2 s 11-6 9-8 11-5 s 11-0 9-3 10-2 s 10-2 s 8-7

550S200-33 33 24 26-5 s 22-1 19-3 15-3 s 13-4 11-3 13-2 s 12-1 10-3 11-9 s 11-3 9-6 10-9 s 10-7 8-11 9-11 s 9-11 s 8-6 9-4 s 9-4 s 8-1 8-4 s 8-4 s 7-6

550S137-43 33 12 35-0 27-9 24-3 19-3 16-10 14-2 17-6 15-3 12-10 16-3 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-6 s 11-3 9-6

550S137-43 33 16 31-10 25-3 22-0 17-6 15-3 12-10 15-11 13-10 11-8 14-9 12-10 10-10 13-10 12-1 10-2 12-11 s 11-6 9-8 12-1 s 11-0 9-3 10-10 s 10-2 8-7

550S137-43 33 24 27-9 22-0 19-3 15-3 13-4 11-3 13-10 12-1 10-2 12-6 s 11-3 9-6 11-5 s 10-7 8-11 10-7 s 10-0 8-6 9-10 s 9-7 8-1 8-10 s 8-10 s 7-6

550S162-43 33 12 36-7 29-0 25-4 20-1 17-7 14-10 18-3 15-11 13-5 16-11 14-10 12-6 15-11 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-4 s 11-9 9-11

550S162-43 33 16 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-1 12-11 s 11-6 9-8 11-7 s 10-8 9-0

550S162-43 33 24 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-4 s 11-9 9-11 12-2 s 11-1 9-4 11-3 s 10-6 8-10 10-6 s 10-0 8-5 9-5 s 9-4 7-10

550S200-43 33 12 38-2 30-3 26-5 21-0 18-4 15-5 19-1 16-8 14-0 17-8 15-5 13-0 16-8 14-6 12-3 15-10 13-10 11-8 15-0 s 13-2 11-1 13-5 s 12-3 10-4

550S200-43 33 16 34-8 27-6 24-0 19-1 16-8 14-0 17-4 15-1 12-9 16-1 14-0 11-10 15-0 s 13-2 11-1 13-11 s 12-6 10-7 13-0 s 12-0 10-1 11-7 s 11-1 9-4

550S200-43 33 24 30-1 s 24-0 21-0 16-8 14-6 12-3 15-0 s 13-2 11-1 13-5 s 12-3 10-4 12-3 s 11-6 9-9 11-4 s 10-11 9-3 10-7 s 10-6 8-10 9-6 s 9-6 s 8-2

550S250-43 33 12 40-4 32-0 27-11 22-2 19-4 16-4 20-2 17-7 14-10 18-8 16-4 13-9 17-7 15-4 12-11 16-9 14-7 12-4 16-0 13-11 11-9 14-7 s 12-11 10-11

550S250-43 33 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 13-11 11-9 15-1 s 13-3 11-2 14-1 s 12-8 10-8 12-7 s 11-9 9-11

550S250-43 33 24 32-0 25-5 22-2 17-7 15-4 12-11 16-0 13-11 11-9 14-7 s 12-11 10-11 13-3 s 12-2 10-3 12-4 s 11-7 9-9 11-6 s 11-1 9-4 10-3 s 10-3 8-8

550S300-43 33 12 42-1 33-5 29-2 23-2 20-2 17-0 21-0 18-4 15-6 19-6 17-0 14-4 18-4 16-0 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-5 s 13-6 11-5

550S300-43 33 16 38-3 30-4 26-6 21-0 18-4 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 14-11 s 13-3 11-2 13-4 s 12-3 10-4

550S300-43 33 24 33-5 26-6 23-2 18-4 16-0 13-6 16-8 14-7 12-3 15-5 s 13-6 11-5 14-1 s 12-9 10-9 13-0 s 12-1 10-2 12-2 s 11-7 9-9 10-11 s 10-9 9-0

550S137-54 33 12 37-7 29-10 26-1 20-8 18-1 15-3 18-9 16-5 13-10 17-5 15-3 12-10 16-5 14-4 12-1 15-7 13-7 11-6 14-11 13-0 11-0 13-10 12-1 10-2

550S137-54 50 12 37-7 29-10 26-1 20-8 18-1 15-3 18-9 16-5 13-10 17-5 15-3 12-10 16-5 14-4 12-1 15-7 13-7 11-6 14-11 13-0 11-0 13-10 12-1 10-2

550S137-54 33 16 34-2 27-1 23-8 18-9 16-5 13-10 17-1 14-11 12-7 15-10 13-10 11-8 14-11 13-0 11-0 14-2 12-4 10-5 13-6 s 11-10 9-11 12-1 s 11-0 9-3

550S137-54 50 16 34-2 27-1 23-8 18-9 16-5 13-10 17-1 14-11 12-7 15-10 13-10 11-8 14-11 13-0 11-0 14-2 12-4 10-5 13-6 11-10 9-11 12-7 11-0 9-3

550S137-54 33 24 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 12-8 s 11-4 9-7 11-9 s 10-9 9-1 11-0 s 10-4 8-8 9-10 s 9-7 8-1

550S137-54 50 24 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 11-0 9-7 8-1

550S162-54 33 12 39-3 31-2 27-3 21-7 18-10 15-11 19-7 17-2 14-5 18-2 15-11 13-5 17-2 15-0 12-7 16-3 14-3 12-0 15-7 13-7 11-5 14-5 12-7 10-8

550S162-54 50 12 39-3 31-2 27-3 21-7 18-10 15-11 19-7 17-2 14-5 18-2 15-11 13-5 17-2 15-0 12-7 16-3 14-3 12-0 15-7 13-7 11-5 14-5 12-7 10-8

550S162-54 33 16 35-8 28-4 24-9 19-7 17-2 14-5 17-10 15-7 13-1 16-6 14-5 12-2 15-7 13-7 11-5 14-9 12-11 10-11 14-2 12-4 10-5 12-10 s 11-5 9-8

550S162-54 50 16 35-8 28-4 24-9 19-7 17-2 14-5 17-10 15-7 13-1 16-6 14-5 12-2 15-7 13-7 11-5 14-9 12-11 10-11 14-2 12-4 10-5 13-1 11-5 9-8

550S162-54 33 24 31-2 24-9 21-7 17-2 15-0 12-7 15-7 13-7 11-5 14-5 12-7 10-8 13-7 s 11-10 10-0 12-7 s 11-3 9-6 11-9 s 10-9 9-1 10-6 s 10-0 8-5

550S162-54 50 24 31-2 24-9 21-7 17-2 15-0 12-7 15-7 13-7 11-5 14-5 12-7 10-8 13-7 11-10 10-0 12-11 11-3 9-6 12-4 10-9 9-1 11-5 10-0 8-5

550S200-54 33 12 41-0 32-6 28-5 22-6 19-8 16-7 20-6 17-11 15-1 19-0 16-7 14-0 17-11 15-7 13-2 17-0 14-10 12-6 16-3 14-2 11-11 15-1 13-2 11-1

550S200-54 50 12 41-0 32-6 28-5 22-6 19-8 16-7 20-6 17-11 15-1 19-0 16-7 14-0 17-11 15-7 13-2 17-0 14-10 12-6 16-3 14-2 11-11 15-1 13-2 11-1

550S200-54 33 16 37-3 29-6 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-8 16-3 14-2 11-11 15-5 13-6 11-4 14-9 12-11 10-10 13-6 s 11-11 10-1

550S200-54 50 16 37-3 29-6 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-8 16-3 14-2 11-11 15-5 13-6 11-4 14-9 12-11 10-10 13-8 11-11 10-1

550S200-54 33 24 32-6 25-10 22-6 17-11 15-7 13-2 16-3 14-2 11-11 15-1 13-2 11-1 14-2 12-5 10-5 13-2 s 11-9 9-11 12-4 s 11-3 9-6 11-0 s 10-5 8-10

550S200-54 50 24 32-6 25-10 22-6 17-11 15-7 13-2 16-3 14-2 11-11 15-1 13-2 11-1 14-2 12-5 10-5 13-6 11-9 9-11 12-11 11-3 9-6 11-11 10-5 8-10

550S250-54 33 12 43-4 34-5 30-1 23-10 20-10 17-7 21-8 18-11 15-11 20-1 17-7 14-10 18-11 16-6 13-11 18-0 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9

550S250-54 50 12 43-2 34-3 29-11 23-9 20-9 17-6 21-7 18-10 15-11 20-0 17-6 14-9 18-10 16-5 13-10 17-11 15-7 13-2 17-1 14-11 12-7 15-11 13-10 11-8

550S250-54 33 16 39-5 31-3 27-4 21-8 18-11 15-11 19-8 17-2 14-6 18-3 15-11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-8 11-6 14-3 s 12-8 10-8

550S250-54 50 16 39-3 31-1 27-2 21-7 18-10 15-11 19-7 17-1 14-5 18-2 15-11 13-5 17-1 14-11 12-7 16-3 14-2 12-0 15-6 13-7 11-5 14-5 12-7 10-7

550S250-54 33 24 34-5 27-4 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 s 13-1 11-1 13-11 s 12-5 10-6 13-0 s 11-11 10-0 11-7 s 11-1 9-4

550S250-54 50 24 34-3 27-2 23-9 18-10 16-5 13-10 17-1 14-11 12-7 15-11 13-10 11-8 14-11 13-1 11-0 14-2 12-5 10-5 13-7 11-10 10-0 12-7 11-0 9-3

550S300-54 33 12 45-6 36-1 31-6 25-0 21-10 18-5 22-9 19-10 16-9 21-1 18-5 15-6 19-10 17-4 14-7 18-10 16-6 13-11 18-0 15-9 13-3 16-9 14-7 12-4

550S300-54 50 12 44-11 35-8 31-1 24-8 21-7 18-2 22-5 19-7 16-6 20-10 18-2 15-4 19-7 17-1 14-5 18-7 16-3 13-8 17-10 15-6 13-1 16-6 14-5 12-2

550S300-54 33 16 41-4 32-9 28-8 22-9 19-10 16-9 20-8 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-1 14-11 12-7 16-4 14-4 12-1 15-1 s 13-3 11-2

550S300-54 50 16 40-9 32-4 28-3 22-5 19-7 16-6 20-4 17-10 15-0 18-11 16-6 13-11 17-10 15-6 13-1 16-11 14-9 12-5 16-2 14-1 11-11 15-0 13-1 11-1

550S300-54 33 24 36-1 28-8 25-0 19-10 17-4 14-7 18-0 15-9 13-3 16-9 14-7 12-4 15-9 13-9 11-7 14-9 s 13-1 11-0 13-9 s 12-6 10-6 12-4 s 11-7 9-9

550S300-54 50 24 35-8 28-3 24-8 19-7 17-1 14-5 17-10 15-6 13-1 16-6 14-5 12-2 15-6 13-7 11-5 14-9 12-11 10-10 14-1 12-4 10-5 13-1 11-5 9-8





550S137-68 33 12 40-4 32-0 28-0 22-2 19-5 16-4 20-2 17-7 14-10 18-9 16-4 13-9 17-7 15-5 13-0 16-9 14-7 12-4 16-0 14-0 11-9 14-10 13-0 10-11

550S137-68 50 12 40-4 32-0 28-0 22-2 19-5 16-4 20-2 17-7 14-10 18-9 16-4 13-9 17-7 15-5 13-0 16-9 14-7 12-4 16-0 14-0 11-9 14-10 13-0 10-11

550S137-68 33 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 14-0 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 s 11-9 9-11

550S137-68 50 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 14-0 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-6 11-9 9-11

550S137-68 33 24 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-1 s 11-7 9-9 12-3 s 11-1 9-4 10-11 s 10-3 8-8

550S137-68 50 24 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8

550S162-68 33 12 42-2 33-6 29-3 23-2 20-3 17-1 21-1 18-5 15-6 19-7 17-1 14-5 18-5 16-1 13-7 17-6 15-3 12-10 16-9 14-7 12-4 15-6 13-7 11-5

550S162-68 50 12 42-2 33-6 29-3 23-2 20-3 17-1 21-1 18-5 15-6 19-7 17-1 14-5 18-5 16-1 13-7 17-6 15-3 12-10 16-9 14-7 12-4 15-6 13-7 11-5

550S162-68 33 16 38-4 30-5 26-7 21-1 18-5 15-6 19-2 16-9 14-1 17-9 15-6 13-1 16-9 14-7 12-4 15-11 13-10 11-8 15-2 13-3 11-2 14-1 12-4 10-5

550S162-68 50 16 38-4 30-5 26-7 21-1 18-5 15-6 19-2 16-9 14-1 17-9 15-6 13-1 16-9 14-7 12-4 15-11 13-10 11-8 15-2 13-3 11-2 14-1 12-4 10-5

550S162-68 33 24 33-6 26-7 23-2 18-5 16-1 13-7 16-9 14-7 12-4 15-6 13-7 11-5 14-7 12-9 10-9 13-10 12-1 10-2 13-1 s 11-7 9-9 11-8 s 10-9 9-1

550S162-68 50 24 33-6 26-7 23-2 18-5 16-1 13-7 16-9 14-7 12-4 15-6 13-7 11-5 14-7 12-9 10-9 13-10 12-1 10-2 13-3 11-7 9-9 12-4 10-9 9-1

550S200-68 33 12 44-1 34-11 30-6 24-3 21-2 17-10 22-0 19-3 16-2 20-5 17-10 15-0 19-3 16-9 14-2 18-3 15-11 13-5 17-5 15-3 12-10 16-2 14-2 11-11

550S200-68 50 12 44-1 34-11 30-6 24-3 21-2 17-10 22-0 19-3 16-2 20-5 17-10 15-0 19-3 16-9 14-2 18-3 15-11 13-5 17-5 15-3 12-10 16-2 14-2 11-11

550S200-68 33 16 40-0 31-9 27-9 22-0 19-3 16-2 20-0 17-5 14-9 18-7 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-9 12-10 10-10

550S200-68 50 16 40-0 31-9 27-9 22-0 19-3 16-2 20-0 17-5 14-9 18-7 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-9 12-10 10-10

550S200-68 33 24 34-11 27-9 24-3 19-3 16-9 14-2 17-5 15-3 12-10 16-2 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-5 s 11-3 9-5

550S200-68 50 24 34-11 27-9 24-3 19-3 16-9 14-2 17-5 15-3 12-10 16-2 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-10 11-3 9-5

550S250-68 33 12 46-8 37-0 32-4 25-8 22-5 18-11 23-4 20-4 17-2 21-7 18-11 15-11 20-4 17-9 15-0 19-4 16-11 14-3 18-6 16-2 13-7 17-2 15-0 12-8

550S250-68 50 12 46-8 37-0 32-4 25-8 22-5 18-11 23-4 20-4 17-2 21-7 18-11 15-11 20-4 17-9 15-0 19-4 16-11 14-3 18-6 16-2 13-7 17-2 15-0 12-8

550S250-68 33 16 42-4 33-7 29-4 23-4 20-4 17-2 21-2 18-6 15-7 19-8 17-2 14-6 18-6 16-2 13-7 17-7 15-4 12-11 16-9 14-8 12-4 15-7 13-7 11-6

550S250-68 50 16 42-4 33-7 29-4 23-4 20-4 17-2 21-2 18-6 15-7 19-8 17-2 14-6 18-6 16-2 13-7 17-7 15-4 12-11 16-9 14-8 12-4 15-7 13-7 11-6

550S250-68 33 24 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-8 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-4 s 11-11 10-0

550S250-68 50 24 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-8 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-7 11-11 10-0

550S300-68 33 12 48-11 38-10 33-11 26-11 23-6 19-10 24-5 21-4 18-0 22-8 19-10 16-8 21-4 18-8 15-9 20-3 17-9 14-11 19-5 16-11 14-3 18-0 15-9 13-3

550S300-68 50 12 48-9 38-8 33-10 26-10 23-5 19-9 24-4 21-3 17-11 22-7 19-9 16-8 21-3 18-7 15-8 20-3 17-8 14-11 19-4 16-11 14-3 17-11 15-8 13-3

550S300-68 33 16 44-5 35-3 30-10 24-5 21-4 18-0 22-2 19-5 16-4 20-7 18-0 15-2 19-5 16-11 14-3 18-5 16-1 13-7 17-7 15-5 13-0 16-4 14-3 12-0

550S300-68 50 16 44-4 35-2 30-9 24-4 21-3 17-11 22-2 19-4 16-4 20-7 17-11 15-2 19-4 16-11 14-3 18-4 16-0 13-6 17-7 15-4 12-11 16-4 14-3 12-0

550S300-68 33 24 38-10 30-10 26-11 21-4 18-8 15-9 19-5 16-11 14-3 18-0 15-9 13-3 16-11 14-9 12-6 16-1 14-1 11-10 15-5 13-5 11-4 13-10 s 12-6 10-6

550S300-68 50 24 38-8 30-9 26-10 21-3 18-7 15-8 19-4 16-11 14-3 17-11 15-8 13-3 16-11 14-9 12-5 16-0 14-0 11-10 15-4 13-5 11-3 14-3 12-5 10-6

550S162-97 33 12 47-0 37-3 32-7 25-10 22-7 19-0 23-6 20-6 17-3 21-9 19-0 16-0 20-6 17-11 15-1 19-6 17-0 14-4 18-7 16-3 13-8 17-3 15-1 12-9

550S162-97 50 12 47-0 37-3 32-7 25-10 22-7 19-0 23-6 20-6 17-3 21-9 19-0 16-0 20-6 17-11 15-1 19-6 17-0 14-4 18-7 16-3 13-8 17-3 15-1 12-9

550S162-97 33 16 42-8 33-10 29-7 23-6 20-6 17-3 21-4 18-7 15-8 19-9 17-3 14-7 18-7 16-3 13-8 17-8 15-5 13-0 16-11 14-9 12-5 15-8 13-8 11-7

550S162-97 50 16 42-8 33-10 29-7 23-6 20-6 17-3 21-4 18-7 15-8 19-9 17-3 14-7 18-7 16-3 13-8 17-8 15-5 13-0 16-11 14-9 12-5 15-8 13-8 11-7

550S162-97 33 24 37-3 29-7 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-9 16-3 14-2 12-0 15-5 13-6 11-4 14-9 12-11 10-10 13-8 12-0 10-1

550S162-97 50 24 37-3 29-7 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-9 16-3 14-2 12-0 15-5 13-6 11-4 14-9 12-11 10-10 13-8 12-0 10-1

550S200-97 33 12 49-1 38-11 34-0 27-0 23-7 19-11 24-6 21-5 18-1 22-9 19-11 16-9 21-5 18-8 15-9 20-4 17-9 15-0 19-5 17-0 14-4 18-1 15-9 13-4

550S200-97 50 12 49-1 38-11 34-0 27-0 23-7 19-11 24-6 21-5 18-1 22-9 19-11 16-9 21-5 18-8 15-9 20-4 17-9 15-0 19-5 17-0 14-4 18-1 15-9 13-4

550S200-97 33 16 44-7 35-5 30-11 24-6 21-5 18-1 22-3 19-5 16-5 20-8 18-1 15-3 19-5 17-0 14-4 18-6 16-2 13-7 17-8 15-5 13-0 16-5 14-4 12-1

550S200-97 50 16 44-7 35-5 30-11 24-6 21-5 18-1 22-3 19-5 16-5 20-8 18-1 15-3 19-5 17-0 14-4 18-6 16-2 13-7 17-8 15-5 13-0 16-5 14-4 12-1

550S200-97 33 24 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-4 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6

550S200-97 50 24 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-4 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6

550S250-97 33 12 52-0 41-3 36-1 28-7 25-0 21-1 26-0 22-8 19-2 24-2 21-1 17-9 22-8 19-10 16-9 21-7 18-10 15-11 20-7 18-0 15-2 19-2 16-9 14-1

550S250-97 50 12 52-0 41-3 36-1 28-7 25-0 21-1 26-0 22-8 19-2 24-2 21-1 17-9 22-8 19-10 16-9 21-7 18-10 15-11 20-7 18-0 15-2 19-2 16-9 14-1

550S250-97 33 16 47-3 37-6 32-9 26-0 22-8 19-2 23-7 20-7 17-5 21-11 19-2 16-2 20-7 18-0 15-2 19-7 17-1 14-5 18-9 16-4 13-9 17-5 15-2 12-10

550S250-97 50 16 47-3 37-6 32-9 26-0 22-8 19-2 23-7 20-7 17-5 21-11 19-2 16-2 20-7 18-0 15-2 19-7 17-1 14-5 18-9 16-4 13-9 17-5 15-2 12-10

550S250-97 33 24 41-3 32-9 28-7 22-8 19-10 16-9 20-7 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-1 14-11 12-7 16-4 14-3 12-1 15-2 13-3 11-2

550S250-97 50 24 41-3 32-9 28-7 22-8 19-10 16-9 20-7 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-1 14-11 12-7 16-4 14-3 12-1 15-2 13-3 11-2

550S300-97 33 12 54-8 43-4 37-10 30-1 26-3 22-2 27-4 23-10 20-1 25-4 22-2 18-8 23-10 20-10 17-7 22-8 19-9 16-8 21-8 18-11 15-11 20-1 17-7 14-10

550S300-97 50 12 54-8 43-4 37-10 30-1 26-3 22-2 27-4 23-10 20-1 25-4 22-2 18-8 23-10 20-10 17-7 22-8 19-9 16-8 21-8 18-11 15-11 20-1 17-7 14-10

550S300-97 33 16 49-8 39-5 34-5 27-4 23-10 20-1 24-10 21-8 18-3 23-0 20-1 16-11 21-8 18-11 15-11 20-7 18-0 15-2 19-8 17-2 14-6 18-3 15-11 13-5

550S300-97 50 16 49-8 39-5 34-5 27-4 23-10 20-1 24-10 21-8 18-3 23-0 20-1 16-11 21-8 18-11 15-11 20-7 18-0 15-2 19-8 17-2 14-6 18-3 15-11 13-5

550S300-97 33 24 43-4 34-5 30-1 23-10 20-10 17-7 21-8 18-11 15-11 20-1 17-7 14-10 18-11 16-6 13-11 18-0 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9

550S300-97 50 24 43-4 34-5 30-1 23-10 20-10 17-7 21-8 18-11 15-11 20-1 17-7 14-10 18-11 16-6 13-11 18-0 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9





600S137-33 33 12 34-6 27-5 23-11 19-0 16-7 14-0 17-3 15-1 12-8 16-0 14-0 11-9 14-11 s 13-2 11-1 13-9 s 12-6 10-6 12-11 s 11-11 10-1 11-6 s 11-1 9-4

600S137-33 33 16 31-4 24-10 21-9 17-3 15-1 12-8 15-8 13-8 11-6 14-1 s 12-8 10-8 12-11 s 11-11 10-1 11-11 s 11-4 9-7 11-2 s 10-10 9-2 10-0 s 10-0 s 8-6

600S137-33 33 24 25-10 s 21-9 19-0 14-11 s 13-2 11-1 12-11 s 11-11 10-1 11-6 s 11-1 9-4 10-6 s 10-5 8-9 9-9 s 9-9 s 8-4 9-1 s 9-1 s 8-0 8-2 s 8-2 s 7-5

600S162-33 33 12 36-0 28-7 24-11 19-9 17-3 14-7 18-0 15-8 13-3 16-8 14-7 12-3 15-8 13-8 11-7 14-7 s 13-0 11-0 13-8 s 12-5 10-6 12-3 s 11-7 9-9

600S162-33 33 16 32-8 25-11 22-8 18-0 15-8 13-3 16-4 14-3 12-0 15-0 s 13-3 11-2 13-8 s 12-5 10-6 12-8 s 11-10 10-0 11-10 s 11-4 9-6 10-7 s 10-6 8-10

600S162-33 33 24 27-4 s 22-8 19-9 15-8 13-8 11-7 13-8 s 12-5 10-6 12-3 s 11-7 9-9 11-2 s 10-10 9-2 10-4 s 10-4 s 8-8 9-8 s 9-8 s 8-4 8-8 s 8-8 s 7-9

600S200-33 33 12 37-6 29-9 26-0 20-7 18-0 15-2 18-9 16-4 13-9 17-4 15-2 12-9 16-0 s 14-3 12-0 14-10 s 13-7 11-5 13-10 s 13-0 10-11 12-5 s 12-0 10-2

600S200-33 33 16 34-0 s 27-0 23-7 18-9 16-4 13-9 17-0 s 14-10 12-6 15-2 s 13-9 11-7 13-10 s 13-0 10-11 12-10 s 12-4 10-5 12-0 s 11-9 9-11 10-9 s 10-9 s 9-3

600S200-33 33 24 27-9 s 23-7 20-7 16-0 s 14-3 12-0 13-10 s 13-0 10-11 12-5 s 12-0 10-2 11-4 s 11-4 s 9-7 10-6 s 10-6 s 9-1 9-9 s 9-9 s 8-8 8-9 s 8-9 s 8-1

600S137-43 33 12 37-7 29-10 26-0 20-8 18-0 15-2 18-9 16-5 13-10 17-5 15-2 12-10 16-5 14-4 12-1 15-7 13-7 11-5 14-10 s 13-0 10-11 13-4 s 12-1 10-2

600S137-43 33 16 34-1 27-1 23-8 18-9 16-5 13-10 17-0 14-11 12-6 15-10 13-10 11-8 14-10 s 13-0 10-11 13-9 s 12-4 10-5 12-10 s 11-10 9-11 11-6 s 10-11 9-3

600S137-43 33 24 29-9 s 23-8 20-8 16-5 14-4 12-1 14-10 s 13-0 10-11 13-4 s 12-1 10-2 12-2 s 11-4 9-7 11-3 s 10-9 9-1 10-6 s 10-4 8-8 9-5 s 9-5 s 8-1

600S162-43 33 12 39-2 31-1 27-2 21-6 18-10 15-10 19-7 17-1 14-5 18-2 15-10 13-4 17-1 14-11 12-7 16-3 14-2 11-11 15-6 13-7 11-5 14-2 s 12-7 10-7

600S162-43 33 16 35-7 28-3 24-8 19-7 17-1 14-5 17-9 15-6 13-1 16-6 14-5 12-2 15-6 13-7 11-5 14-8 s 12-10 10-10 13-9 s 12-4 10-5 12-3 s 11-5 9-8

600S162-43 33 24 31-1 24-8 21-6 17-1 14-11 12-7 15-6 13-7 11-5 14-2 s 12-7 10-7 12-11 s 11-10 10-0 12-0 s 11-3 9-6 11-2 s 10-9 9-1 10-0 s 10-0 8-5

600S200-43 33 12 40-10 32-5 28-3 22-5 19-7 16-6 20-5 17-10 15-0 18-11 16-6 13-11 17-10 15-7 13-1 16-11 14-9 12-5 15-11 s 14-1 11-11 14-3 s 13-1 11-1

600S200-43 33 16 37-1 29-5 25-8 20-5 17-10 15-0 18-6 16-2 13-8 17-2 15-0 12-8 15-11 s 14-1 11-11 14-9 s 13-5 11-4 13-10 s 12-10 10-10 12-4 s 11-11 10-0

600S200-43 33 24 31-11 s 25-8 22-5 17-10 15-7 13-1 15-11 s 14-1 11-11 14-3 s 13-1 11-1 13-0 s 12-4 10-5 12-1 s 11-9 9-10 11-3 s 11-2 9-5 10-1 s 10-1 s 8-9

600S250-43 33 12 43-1 34-3 29-11 23-9 20-9 17-6 21-6 18-10 15-10 20-0 17-6 14-9 18-10 16-5 13-10 17-10 15-7 13-2 17-1 14-11 12-7 15-5 s 13-10 11-8

600S250-43 33 16 39-2 31-1 27-2 21-6 18-10 15-10 19-7 17-1 14-5 18-2 15-10 13-4 17-1 14-11 12-7 16-0 s 14-2 11-11 14-11 s 13-7 11-5 13-4 s 12-7 10-7

600S250-43 33 24 34-3 27-2 23-9 18-10 16-5 13-10 17-1 14-11 12-7 15-5 s 13-10 11-8 14-1 s 13-0 11-0 13-0 s 12-5 10-5 12-2 s 11-10 10-0 10-11 s 10-11 s 9-3

600S300-43 33 12 44-11 35-8 31-2 24-9 21-7 18-2 22-5 19-7 16-6 20-10 18-2 15-4 19-7 17-1 14-5 18-7 16-3 13-8 17-10 15-7 13-1 16-4 s 14-5 12-2

600S300-43 33 16 40-10 32-5 28-3 22-5 19-7 16-6 20-5 17-10 15-0 18-11 16-6 13-11 17-10 15-7 13-1 16-11 14-9 12-5 15-10 s 14-1 11-11 14-2 s 13-1 11-1

600S300-43 33 24 35-8 28-3 24-9 19-7 17-1 14-5 17-10 15-7 13-1 16-4 s 14-5 12-2 14-11 s 13-7 11-5 13-10 s 12-11 10-10 12-11 s 12-4 10-5 11-7 s 11-5 9-8

600S137-54 33 12 40-4 32-0 27-11 22-2 19-4 16-4 20-2 17-7 14-10 18-8 16-4 13-9 17-7 15-4 12-11 16-9 14-7 12-4 16-0 13-11 11-9 14-10 s 12-11 10-11

600S137-54 50 12 40-4 32-0 27-11 22-2 19-4 16-4 20-2 17-7 14-10 18-8 16-4 13-9 17-7 15-4 12-11 16-9 14-7 12-4 16-0 13-11 11-9 14-10 12-11 10-11

600S137-54 33 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 13-11 11-9 15-2 13-3 11-2 14-4 s 12-8 10-8 12-10 s 11-9 9-11

600S137-54 50 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-6 11-9 9-11

600S137-54 33 24 32-0 25-5 22-2 17-7 15-4 12-11 16-0 13-11 11-9 14-10 s 12-11 10-11 13-6 s 12-2 10-3 12-6 s 11-7 9-9 11-8 s 11-1 9-4 10-5 s 10-3 8-8

600S137-54 50 24 32-0 25-5 22-2 17-7 15-4 12-11 16-0 13-11 11-9 14-10 12-11 10-11 13-11 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8

600S162-54 33 12 42-1 33-5 29-2 23-2 20-3 17-1 21-0 18-4 15-6 19-6 17-1 14-4 18-4 16-0 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-6 13-6 11-5

600S162-54 50 12 42-1 33-5 29-2 23-2 20-3 17-1 21-0 18-4 15-6 19-6 17-1 14-4 18-4 16-0 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-6 13-6 11-5

600S162-54 33 16 38-3 30-4 26-6 21-0 18-4 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 13-8 s 12-3 10-4

600S162-54 50 16 38-3 30-4 26-6 21-0 18-4 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 14-1 12-3 10-4

600S162-54 33 24 33-5 26-6 23-2 18-4 16-0 13-6 16-8 14-7 12-3 15-6 13-6 11-5 14-5 s 12-9 10-9 13-4 s 12-1 10-2 12-6 s 11-7 9-9 11-2 s 10-9 9-0

600S162-54 50 24 33-5 26-6 23-2 18-4 16-0 13-6 16-8 14-7 12-3 15-6 13-6 11-5 14-7 12-9 10-9 13-10 12-1 10-2 13-3 11-7 9-9 12-3 10-9 9-0

600S200-54 33 12 43-10 34-10 30-5 24-1 21-1 17-9 21-11 19-2 16-2 20-4 17-9 15-0 19-2 16-9 14-1 18-2 15-10 13-5 17-5 15-2 12-10 16-2 14-1 11-11

600S200-54 50 12 43-10 34-10 30-5 24-1 21-1 17-9 21-11 19-2 16-2 20-4 17-9 15-0 19-2 16-9 14-1 18-2 15-10 13-5 17-5 15-2 12-10 16-2 14-1 11-11

600S200-54 33 16 39-10 31-7 27-7 21-11 19-2 16-2 19-11 17-5 14-8 18-6 16-2 13-7 17-5 15-2 12-10 16-6 14-5 12-2 15-9 13-9 11-7 14-3 s 12-10 10-9

600S200-54 50 16 39-10 31-7 27-7 21-11 19-2 16-2 19-11 17-5 14-8 18-6 16-2 13-7 17-5 15-2 12-10 16-6 14-5 12-2 15-9 13-9 11-7 14-8 12-10 10-9

600S200-54 33 24 34-10 27-7 24-1 19-2 16-9 14-1 17-5 15-2 12-10 16-2 14-1 11-11 15-1 s 13-3 11-2 13-11 s 12-7 10-7 13-1 s 12-0 10-2 11-8 s 11-2 9-5

600S200-54 50 24 34-10 27-7 24-1 19-2 16-9 14-1 17-5 15-2 12-10 16-2 14-1 11-11 15-2 13-3 11-2 14-5 12-7 10-7 13-9 12-0 10-2 12-10 11-2 9-5

600S250-54 33 12 46-4 36-10 32-2 25-6 22-3 18-9 23-2 20-3 17-1 21-6 18-9 15-10 20-3 17-8 14-11 19-3 16-9 14-2 18-5 16-1 13-6 17-1 14-11 12-7

600S250-54 50 12 46-1 36-7 32-0 25-4 22-2 18-8 23-0 20-1 17-0 21-5 18-8 15-9 20-1 17-7 14-10 19-1 16-8 14-1 18-3 16-0 13-5 17-0 14-10 12-6

600S250-54 33 16 42-1 33-5 29-2 23-2 20-3 17-1 21-0 18-5 15-6 19-6 17-1 14-5 18-5 16-1 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-1 s 13-6 11-5

600S250-54 50 16 41-11 33-3 29-0 23-0 20-1 17-0 20-11 18-3 15-5 19-5 17-0 14-4 18-3 16-0 13-5 17-4 15-2 12-9 16-7 14-6 12-3 15-5 13-5 11-4

600S250-54 33 24 36-10 29-2 25-6 20-3 17-8 14-11 18-5 16-1 13-6 17-1 14-11 12-7 15-11 s 14-0 11-10 14-8 s 13-4 11-3 13-9 s 12-9 10-9 12-4 s 11-10 9-11

600S250-54 50 24 36-7 29-0 25-4 20-1 17-7 14-10 18-3 16-0 13-5 17-0 14-10 12-6 16-0 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 11-9 9-11

600S300-54 33 12 48-7 38-7 33-8 26-9 23-4 19-8 24-3 21-2 17-11 22-6 19-8 16-7 21-2 18-6 15-7 20-2 17-7 14-10 19-3 16-10 14-2 17-11 15-7 13-2

600S300-54 50 12 48-0 38-1 33-3 26-5 23-0 19-5 24-0 20-11 17-8 22-3 19-5 16-5 20-11 18-3 15-5 19-11 17-4 14-8 19-0 16-7 14-0 17-8 15-5 13-0

600S300-54 33 16 44-2 35-0 30-7 24-3 21-2 17-11 22-1 19-3 16-3 20-6 17-11 15-1 19-3 16-10 14-2 18-4 16-0 13-6 17-6 15-3 12-11 16-0 s 14-2 11-11

600S300-54 50 16 43-7 34-7 30-2 24-0 20-11 17-8 21-9 19-0 16-0 20-2 17-8 14-10 19-0 16-7 14-0 18-1 15-9 13-4 17-3 15-1 12-9 16-0 14-0 11-10

600S300-54 33 24 38-7 30-7 26-9 21-2 18-6 15-7 19-3 16-10 14-2 17-11 15-7 13-2 16-10 14-8 12-5 15-7 s 13-11 11-9 14-7 s 13-4 11-3 13-1 s 12-5 10-5

600S300-54 50 24 38-1 30-2 26-5 20-11 18-3 15-5 19-0 16-7 14-0 17-8 15-5 13-0 16-7 14-6 12-3 15-9 13-9 11-7 15-1 13-2 11-1 14-0 12-3 10-4





600S137-68 33 12 43-4 34-4 30-0 23-10 20-10 17-6 21-8 18-11 15-11 20-1 17-6 14-9 18-11 16-6 13-11 17-11 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9

600S137-68 50 12 43-4 34-4 30-0 23-10 20-10 17-6 21-8 18-11 15-11 20-1 17-6 14-9 18-11 16-6 13-11 17-11 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9

600S137-68 33 16 39-4 31-3 27-3 21-8 18-11 15-11 19-8 17-2 14-6 18-3 15-11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-7 11-6 14-3 s 12-8 10-8

600S137-68 50 16 39-4 31-3 27-3 21-8 18-11 15-11 19-8 17-2 14-6 18-3 15-11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-7 11-6 14-6 12-8 10-8

600S137-68 33 24 34-4 27-3 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-0 13-11 s 12-5 10-6 13-0 s 11-11 10-0 11-8 s 11-0 9-4

600S137-68 50 24 34-4 27-3 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11-11 10-0 12-8 11-0 9-4

600S162-68 33 12 45-3 35-11 31-4 24-10 21-9 18-4 22-7 19-9 16-8 21-0 18-4 15-5 19-9 17-3 14-6 18-9 16-4 13-10 17-11 15-8 13-2 16-8 14-6 12-3

600S162-68 50 12 45-3 35-11 31-4 24-10 21-9 18-4 22-7 19-9 16-8 21-0 18-4 15-5 19-9 17-3 14-6 18-9 16-4 13-10 17-11 15-8 13-2 16-8 14-6 12-3

600S162-68 33 16 41-1 32-7 28-6 22-7 19-9 16-8 20-6 17-11 15-1 19-1 16-8 14-0 17-11 15-8 13-2 17-0 14-10 12-6 16-3 14-3 12-0 15-1 13-2 11-1

600S162-68 50 16 41-1 32-7 28-6 22-7 19-9 16-8 20-6 17-11 15-1 19-1 16-8 14-0 17-11 15-8 13-2 17-0 14-10 12-6 16-3 14-3 12-0 15-1 13-2 11-1

600S162-68 33 24 35-11 28-6 24-10 19-9 17-3 14-6 17-11 15-8 13-2 16-8 14-6 12-3 15-8 13-8 11-6 14-10 s 13-0 10-11 13-11 s 12-5 10-6 12-5 s 11-6 9-9

600S162-68 50 24 35-11 28-6 24-10 19-9 17-3 14-6 17-11 15-8 13-2 16-8 14-6 12-3 15-8 13-8 11-6 14-10 13-0 10-11 14-3 12-5 10-6 13-2 11-6 9-9

600S200-68 33 12 47-2 37-5 32-8 25-11 22-8 19-1 23-7 20-7 17-4 21-10 19-1 16-1 20-7 18-0 15-2 19-6 17-1 14-5 18-8 16-4 13-9 17-4 15-2 12-9

600S200-68 50 12 47-2 37-5 32-8 25-11 22-8 19-1 23-7 20-7 17-4 21-10 19-1 16-1 20-7 18-0 15-2 19-6 17-1 14-5 18-8 16-4 13-9 17-4 15-2 12-9

600S200-68 33 16 42-10 34-0 29-8 23-7 20-7 17-4 21-5 18-8 15-9 19-10 17-4 14-7 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7

600S200-68 50 16 42-10 34-0 29-8 23-7 20-7 17-4 21-5 18-8 15-9 19-10 17-4 14-7 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7

600S200-68 33 24 37-5 29-8 25-11 20-7 18-0 15-2 18-8 16-4 13-9 17-4 15-2 12-9 16-4 14-3 12-0 15-6 13-6 11-5 14-9 s 12-11 10-11 13-2 s 12-0 10-2

600S200-68 50 24 37-5 29-8 25-11 20-7 18-0 15-2 18-8 16-4 13-9 17-4 15-2 12-9 16-4 14-3 12-0 15-6 13-6 11-5 14-10 12-11 10-11 13-9 12-0 10-2

600S250-68 33 12 49-10 39-7 34-7 27-5 23-11 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 17-3 14-7 18-4 16-0 13-6

600S250-68 50 12 49-10 39-7 34-7 27-5 23-11 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 17-3 14-7 18-4 16-0 13-6

600S250-68 33 16 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 17-3 14-7 18-9 16-5 13-10 17-11 15-8 13-3 16-8 14-7 12-3

600S250-68 50 16 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 17-3 14-7 18-9 16-5 13-10 17-11 15-8 13-3 16-8 14-7 12-3

600S250-68 33 24 39-7 31-5 27-5 21-9 19-0 16-0 19-9 17-3 14-7 18-4 16-0 13-6 17-3 15-1 12-8 16-5 14-4 12-1 15-8 13-8 11-7 14-2 s 12-8 10-9

600S250-68 50 24 39-7 31-5 27-5 21-9 19-0 16-0 19-9 17-3 14-7 18-4 16-0 13-6 17-3 15-1 12-8 16-5 14-4 12-1 15-8 13-8 11-7 14-7 12-8 10-9

600S300-68 33 12 52-3 41-6 36-3 28-9 25-1 21-2 26-1 22-10 19-3 24-3 21-2 17-10 22-10 19-11 16-10 21-8 18-11 15-11 20-9 18-1 15-3 19-3 16-10 14-2

600S300-68 50 12 52-1 41-4 36-1 28-8 25-0 21-1 26-0 22-9 19-2 24-2 21-1 17-10 22-9 19-10 16-9 21-7 18-10 15-11 20-8 18-0 15-2 19-2 16-9 14-1

600S300-68 33 16 47-6 37-8 32-11 26-1 22-10 19-3 23-9 20-9 17-6 22-0 19-3 16-3 20-9 18-1 15-3 19-8 17-2 14-6 18-10 16-5 13-10 17-6 15-3 12-10

600S300-68 50 16 47-4 37-7 32-10 26-0 22-9 19-2 23-8 20-8 17-5 21-11 19-2 16-2 20-8 18-0 15-2 19-7 17-2 14-5 18-9 16-5 13-10 17-5 15-2 12-10

600S300-68 33 24 41-6 32-11 28-9 22-10 19-11 16-10 20-9 18-1 15-3 19-3 16-10 14-2 18-1 15-10 13-4 17-2 15-0 12-8 16-5 s 14-4 12-1 14-8 s 13-4 11-3

600S300-68 50 24 41-4 32-10 28-8 22-9 19-10 16-9 20-8 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-2 15-0 12-7 16-5 14-4 12-1 15-2 13-3 11-2

600S162-97 33 12 50-5 40-0 34-11 27-9 24-2 20-5 25-2 22-0 18-6 23-4 20-5 17-2 22-0 19-2 16-2 20-11 18-3 15-4 20-0 17-5 14-8 18-6 16-2 13-8

600S162-97 50 12 50-5 40-0 34-11 27-9 24-2 20-5 25-2 22-0 18-6 23-4 20-5 17-2 22-0 19-2 16-2 20-11 18-3 15-4 20-0 17-5 14-8 18-6 16-2 13-8

600S162-97 33 16 45-9 36-4 31-9 25-2 22-0 18-6 22-10 20-0 16-10 21-3 18-6 15-8 20-0 17-5 14-8 19-0 16-7 14-0 18-2 15-10 13-4 16-10 14-8 12-5

600S162-97 50 16 45-9 36-4 31-9 25-2 22-0 18-6 22-10 20-0 16-10 21-3 18-6 15-8 20-0 17-5 14-8 19-0 16-7 14-0 18-2 15-10 13-4 16-10 14-8 12-5

600S162-97 33 24 40-0 31-9 27-9 22-0 19-2 16-2 20-0 17-5 14-8 18-6 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-7 s 12-10 10-10

600S162-97 50 24 40-0 31-9 27-9 22-0 19-2 16-2 20-0 17-5 14-8 18-6 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-8 12-10 10-10

600S200-97 33 12 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-5 21-4 17-11 22-11 20-0 16-11 21-9 19-0 16-1 20-10 18-2 15-4 19-4 16-11 14-3

600S200-97 50 12 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-5 21-4 17-11 22-11 20-0 16-11 21-9 19-0 16-1 20-10 18-2 15-4 19-4 16-11 14-3

600S200-97 33 16 47-9 37-11 33-1 26-3 22-11 19-4 23-10 20-10 17-7 22-2 19-4 16-4 20-10 18-2 15-4 19-10 17-3 14-7 18-11 16-6 13-11 17-7 15-4 12-11

600S200-97 50 16 47-9 37-11 33-1 26-3 22-11 19-4 23-10 20-10 17-7 22-2 19-4 16-4 20-10 18-2 15-4 19-10 17-3 14-7 18-11 16-6 13-11 17-7 15-4 12-11

600S200-97 33 24 41-9 33-1 28-11 22-11 20-0 16-11 20-10 18-2 15-4 19-4 16-11 14-3 18-2 15-11 13-5 17-3 15-1 12-9 16-6 14-5 12-2 15-4 13-5 11-4

600S200-97 50 24 41-9 33-1 28-11 22-11 20-0 16-11 20-10 18-2 15-4 19-4 16-11 14-3 18-2 15-11 13-5 17-3 15-1 12-9 16-6 14-5 12-2 15-4 13-5 11-4

600S250-97 33 12 55-8 44-2 38-7 30-7 26-9 22-7 27-10 24-3 20-6 25-10 22-7 19-0 24-3 21-3 17-11 23-1 20-2 17-0 22-1 19-3 16-3 20-6 17-11 15-1

600S250-97 50 12 55-8 44-2 38-7 30-7 26-9 22-7 27-10 24-3 20-6 25-10 22-7 19-0 24-3 21-3 17-11 23-1 20-2 17-0 22-1 19-3 16-3 20-6 17-11 15-1

600S250-97 33 16 50-7 40-1 35-1 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-7 16-3 13-8

600S250-97 50 16 50-7 40-1 35-1 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-7 16-3 13-8

600S250-97 33 24 44-2 35-1 30-7 24-3 21-3 17-11 22-1 19-3 16-3 20-6 17-11 15-1 19-3 16-10 14-2 18-4 16-0 13-6 17-6 15-3 12-11 16-3 14-2 11-11

600S250-97 50 24 44-2 35-1 30-7 24-3 21-3 17-11 22-1 19-3 16-3 20-6 17-11 15-1 19-3 16-10 14-2 18-4 16-0 13-6 17-6 15-3 12-11 16-3 14-2 11-11

600S300-97 33 12 58-5 46-4 40-6 32-1 28-1 23-8 29-2 25-6 21-6 27-1 23-8 19-11 25-6 22-3 18-9 24-2 21-2 17-10 23-2 20-3 17-1 21-6 18-9 15-10

600S300-97 50 12 58-5 46-4 40-6 32-1 28-1 23-8 29-2 25-6 21-6 27-1 23-8 19-11 25-6 22-3 18-9 24-2 21-2 17-10 23-2 20-3 17-1 21-6 18-9 15-10

600S300-97 33 16 53-1 42-1 36-9 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-1 23-2 20-3 17-1 22-0 19-2 16-2 21-0 18-4 15-6 19-6 17-1 14-4

600S300-97 50 16 53-1 42-1 36-9 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-1 23-2 20-3 17-1 22-0 19-2 16-2 21-0 18-4 15-6 19-6 17-1 14-4

600S300-97 33 24 46-4 36-9 32-1 25-6 22-3 18-9 23-2 20-3 17-1 21-6 18-9 15-10 20-3 17-8 14-11 19-2 16-9 14-2 18-4 16-0 13-6 17-1 14-11 12-7

600S300-97 50 24 46-4 36-9 32-1 25-6 22-3 18-9 23-2 20-3 17-1 21-6 18-9 15-10 20-3 17-8 14-11 19-2 16-9 14-2 18-4 16-0 13-6 17-1 14-11 12-7





800S137-33 33 12 41-9 s 34-8 30-3 24-0 21-0 17-8 20-10 s 19-1 16-1 18-8 s 17-8 14-11 17-0 s 16-8 14-0 15-9 s 15-9 s 13-4 14-9 s 14-9 s 12-9 13-2 s 13-2 s 11-10

800S137-33 33 16 36-2 s 31-6 27-6 20-10 s 19-1 16-1 18-1 s 17-4 14-7 16-2 s 16-1 13-6 14-9 s 14-9 s 12-9 13-8 s 13-8 s 12-1 12-9 s 12-9 s 11-7 11-5 s 11-5 s 10-9

800S137-33 33 24 29-6 s 27-6 24-0 17-0 s 16-8 14-0 14-9 s 14-9 s 12-9 13-2 s 13-2 s 11-10 12-0 s 12-0 s 11-1 11-2 s 11-2 s 10-7 10-5 s 10-5 s 10-1 9-4 s 9-4 s 9-4 s

800S162-33 33 12 44-5 s 36-0 31-5 24-11 21-9 18-4 22-2 s 19-9 16-8 19-10 s 18-4 15-6 18-1 s 17-3 14-7 16-9 s 16-5 13-10 15-8 s 15-8 s 13-3 14-0 s 14-0 s 12-3

800S162-33 33 16 38-5 s 32-8 28-7 22-2 s 19-9 16-8 19-2 s 18-0 15-2 17-2 s 16-8 14-1 15-8 s 15-8 s 13-3 14-6 s 14-6 s 12-7 13-7 s 13-7 s 12-0 12-1 s 12-1 s 11-2

800S162-33 33 24 31-4 s 28-7 24-11 18-1 s 17-3 14-7 15-8 s 15-8 s 13-3 14-0 s 14-0 s 12-3 12-9 s 12-9 s 11-7 11-10 s 11-10 s 11-0 11-1 s 11-1 s 10-6 9-11 s 9-11 s 9-9

800S200-33 33 12 44-11 s 37-4 32-7 25-10 22-7 19-1 22-5 s 20-6 17-4 20-1 s 19-1 16-1 18-4 s 17-11 15-1 17-0 s 17-0 s 14-4 15-10 s 15-10 s 13-9 14-2 s 14-2 s 12-9

800S200-33 33 16 38-11 s 33-11 29-7 22-5 s 20-6 17-4 19-5 s 18-8 15-9 17-5 s 17-4 14-7 15-10 s 15-10 s 13-9 14-8 s 14-8 s 13-0 13-9 s 13-9 s 12-6 12-3 s 12-3 s 11-7


800S137-43 33 12 47-6 37-9 32-11 26-2 22-10 19-3 23-9 20-9 17-6 22-0 19-3 16-3 20-9 18-1 15-3 19-7 s 17-2 14-6 18-4 s 16-5 13-10 16-5 s 15-3 12-10

800S137-43 33 16 43-2 34-3 29-11 23-9 20-9 17-6 21-7 18-10 15-11 20-0 17-6 14-9 18-4 s 16-5 13-10 17-0 s 15-7 13-2 15-11 s 14-11 12-7 14-2 s 13-10 11-8

800S137-43 33 24 36-9 s 29-11 26-2 20-9 18-1 15-3 18-4 s 16-5 13-10 16-5 s 15-3 12-10 15-0 s 14-4 12-1 13-10 s 13-8 11-6 13-0 s 13-0 s 11-0 11-7 s 11-7 s 10-2

800S162-43 33 12 49-5 39-2 34-3 27-2 23-9 20-0 24-8 21-7 18-2 22-11 20-0 16-10 21-7 18-10 15-10 20-6 17-10 15-1 19-5 s 17-1 14-5 17-5 s 15-10 13-5

800S162-43 33 16 44-10 35-7 31-1 24-8 21-7 18-2 22-5 19-7 16-6 20-10 18-2 15-4 19-5 s 17-1 14-5 18-0 s 16-3 13-8 16-10 s 15-6 13-1 15-1 s 14-5 12-2

800S162-43 33 24 38-11 s 31-1 27-2 21-7 18-10 15-10 19-5 s 17-1 14-5 17-5 s 15-10 13-5 15-10 s 14-11 12-7 14-8 s 14-2 11-11 13-9 s 13-7 11-5 12-3 s 12-3 s 10-7

800S200-43 33 12 51-3 40-8 35-6 28-2 24-7 20-9 25-7 22-4 18-10 23-9 20-9 17-6 22-2 s 19-6 16-6 20-7 s 18-7 15-8 19-3 s 17-9 14-11 17-2 s 16-6 13-11

800S200-43 33 16 46-7 36-11 32-3 25-7 22-4 18-10 23-3 20-4 17-1 21-1 s 18-10 15-11 19-3 s 17-9 14-11 17-9 s 16-10 14-2 16-8 s 16-1 13-7 14-11 s 14-11 s 12-7

800S200-43 33 24 38-6 s 32-3 28-2 22-2 s 19-6 16-6 19-3 s 17-9 14-11 17-2 s 16-6 13-11 15-8 s 15-6 13-1 14-6 s 14-6 s 12-5 13-7 s 13-7 s 11-10 12-2 s 12-2 s 11-0

800S250-43 33 12 53-11 42-9 37-4 29-8 25-11 21-10 26-11 23-6 19-10 25-0 21-10 18-5 23-6 20-7 17-4 22-1 s 19-6 16-5 20-8 s 18-8 15-9 18-6 s 17-4 14-7

800S250-43 33 16 49-0 38-10 33-11 26-11 23-6 19-10 24-6 21-4 18-0 22-8 s 19-10 16-9 20-8 s 18-8 15-9 19-2 s 17-9 14-11 17-11 s 16-11 14-3 16-0 s 15-9 13-3

800S250-43 33 24 41-5 s 33-11 29-8 23-6 20-7 17-4 20-8 s 18-8 15-9 18-6 s 17-4 14-7 16-10 s 16-4 13-9 15-7 s 15-6 13-1 14-7 s 14-7 s 12-6 13-1 s 13-1 s 11-7

800S300-43 33 12 56-1 44-6 38-10 30-10 26-11 22-9 28-0 24-6 20-8 26-0 22-9 19-2 24-6 21-4 18-0 23-3 20-4 17-1 21-10 s 19-5 16-4 19-6 s 18-0 15-2

800S300-43 33 16 50-11 40-5 35-4 28-0 24-6 20-8 25-5 22-3 18-9 23-7 20-8 17-5 21-10 s 19-5 16-4 20-2 s 18-5 15-7 18-11 s 17-8 14-10 16-11 s 16-4 13-10

800S300-43 33 24 43-8 s 35-4 30-10 24-6 21-4 18-0 21-10 s 19-5 16-4 19-6 s 18-0 15-2 17-10 s 16-11 14-4 16-6 s 16-1 13-7 15-5 s 15-5 13-0 13-9 s 13-9 s 12-1

800S137-54 33 12 51-1 40-6 35-5 28-1 24-6 20-8 25-6 22-3 18-10 23-8 20-8 17-5 22-3 19-6 16-5 21-2 18-6 15-7 20-3 17-8 14-11 18-3 s 16-5 13-10

800S137-54 50 12 51-1 40-6 35-5 28-1 24-6 20-8 25-6 22-3 18-10 23-8 20-8 17-5 22-3 19-6 16-5 21-2 18-6 15-7 20-3 17-8 14-11 18-10 16-5 13-10

800S137-54 33 16 46-5 36-10 32-2 25-6 22-3 18-10 23-2 20-3 17-1 21-6 18-10 15-10 20-3 17-8 14-11 18-11 s 16-10 14-2 17-8 s 16-1 13-6 15-10 s 14-11 12-7

800S137-54 50 16 46-5 36-10 32-2 25-6 22-3 18-10 23-2 20-3 17-1 21-6 18-10 15-10 20-3 17-8 14-11 19-3 16-10 14-2 18-5 16-1 13-6 17-1 14-11 12-7

800S137-54 33 24 40-6 32-2 28-1 22-3 19-6 16-5 20-3 17-8 14-11 18-3 s 16-5 13-10 16-8 s 15-5 13-0 15-5 s 14-8 12-4 14-5 s 14-0 11-10 12-11 s 12-11 s 11-0

800S137-54 50 24 40-6 32-2 28-1 22-3 19-6 16-5 20-3 17-8 14-11 18-10 16-5 13-10 17-8 15-5 13-0 16-10 14-8 12-4 16-1 14-0 11-10 14-11 13-0 11-0

800S162-54 33 12 53-1 42-2 36-10 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-2 23-2 20-3 17-1 22-0 19-3 16-2 21-1 18-5 15-6 19-4 s 17-1 14-5

800S162-54 50 12 53-1 42-2 36-10 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-2 23-2 20-3 17-1 22-0 19-3 16-2 21-1 18-5 15-6 19-6 17-1 14-5

800S162-54 33 16 48-3 38-3 33-5 26-6 23-2 19-6 24-1 21-1 17-9 22-4 19-6 16-6 21-1 18-5 15-6 20-0 17-5 14-9 18-9 s 16-8 14-1 16-9 s 15-6 13-1

800S162-54 50 16 48-3 38-3 33-5 26-6 23-2 19-6 24-1 21-1 17-9 22-4 19-6 16-6 21-1 18-5 15-6 20-0 17-5 14-9 19-1 16-8 14-1 17-9 15-6 13-1

800S162-54 33 24 42-2 33-5 29-2 23-2 20-3 17-1 21-1 18-5 15-6 19-4 s 17-1 14-5 17-8 s 16-1 13-6 16-4 s 15-3 12-10 15-4 s 14-7 12-3 13-8 s 13-6 11-5

800S162-54 50 24 42-2 33-5 29-2 23-2 20-3 17-1 21-1 18-5 15-6 19-6 17-1 14-5 18-5 16-1 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-6 13-6 11-5

800S200-54 33 12 55-1 43-9 38-2 30-4 26-6 22-4 27-6 24-0 20-3 25-7 22-4 18-10 24-0 21-0 17-8 22-10 19-11 16-10 21-10 19-1 16-1 20-2 s 17-8 14-11

800S200-54 50 12 55-1 43-9 38-2 30-4 26-6 22-4 27-6 24-0 20-3 25-7 22-4 18-10 24-0 21-0 17-8 22-10 19-11 16-10 21-10 19-1 16-1 20-3 17-8 14-11

800S200-54 33 16 50-1 39-9 34-8 27-6 24-0 20-3 25-0 21-10 18-5 23-3 20-3 17-1 21-10 19-1 16-1 20-9 18-1 15-3 19-6 s 17-4 14-7 17-5 s 16-1 13-7

800S200-54 50 16 50-1 39-9 34-8 27-6 24-0 20-3 25-0 21-10 18-5 23-3 20-3 17-1 21-10 19-1 16-1 20-9 18-1 15-3 19-10 17-4 14-7 18-5 16-1 13-7

800S200-54 33 24 43-9 34-8 30-4 24-0 21-0 17-8 21-10 19-1 16-1 20-2 s 17-8 14-11 18-5 s 16-8 14-1 17-0 s 15-10 13-4 15-11 s 15-2 12-9 14-3 s 14-1 11-10

800S200-54 50 24 43-9 34-8 30-4 24-0 21-0 17-8 21-10 19-1 16-1 20-3 17-8 14-11 19-1 16-8 14-1 18-1 15-10 13-4 17-4 15-2 12-9 16-1 14-1 11-10

800S250-54 33 12 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 24-0 21-0 17-8 23-0 20-1 16-11 21-2 s 18-8 15-9

800S250-54 50 12 57-9 45-10 40-0 31-9 27-9 23-5 28-10 25-2 21-3 26-9 23-5 19-9 25-2 22-0 18-7 23-11 20-11 17-7 22-11 20-0 16-10 21-3 18-7 15-8

800S250-54 33 16 52-8 41-10 36-6 29-0 25-4 21-4 26-4 23-0 19-5 24-5 21-4 18-0 23-0 20-1 16-11 21-10 19-1 16-1 20-6 s 18-3 15-4 18-4 s 16-11 14-3

800S250-54 50 16 52-6 41-8 36-4 28-10 25-2 21-3 26-3 22-11 19-4 24-4 21-3 17-11 22-11 20-0 16-10 21-9 19-0 16-0 20-10 18-2 15-4 19-4 16-10 14-3

800S250-54 33 24 46-0 36-6 31-11 25-4 22-1 18-8 23-0 20-1 16-11 21-2 s 18-8 15-9 19-4 s 17-6 14-9 17-11 s 16-8 14-0 16-9 s 15-11 13-5 14-11 s 14-9 12-6

800S250-54 50 24 45-10 36-4 31-9 25-2 22-0 18-7 22-11 20-0 16-10 21-3 18-7 15-8 20-0 17-6 14-9 19-0 16-7 14-0 18-2 15-10 13-4 16-10 14-9 12-5

800S300-54 33 12 60-7 48-1 42-0 33-4 29-1 24-7 30-3 26-5 22-4 28-1 24-7 20-8 26-5 23-1 19-6 25-1 21-11 18-6 24-0 21-0 17-8 22-4 19-6 16-5

800S300-54 50 12 59-11 47-7 41-7 33-0 28-10 24-3 29-11 26-2 22-1 27-10 24-3 20-6 26-2 22-10 19-3 24-10 21-8 18-4 23-9 20-9 17-6 22-1 19-3 16-3

800S300-54 33 16 55-1 43-8 38-2 30-3 26-5 22-4 27-6 24-0 20-3 25-6 22-4 18-10 24-0 21-0 17-8 22-10 19-11 16-10 21-8 s 19-1 16-1 19-5 s 17-8 14-11

800S300-54 50 16 54-5 43-3 37-9 29-11 26-2 22-1 27-2 23-9 20-0 25-3 22-1 18-7 23-9 20-9 17-6 22-7 19-9 16-7 21-7 18-10 15-11 20-0 17-6 14-9

800S300-54 33 24 48-1 38-2 33-4 26-5 23-1 19-6 24-0 21-0 17-8 22-4 19-6 16-5 20-5 s 18-4 15-5 18-11 s 17-5 14-8 17-8 s 16-8 14-0 15-10 s 15-5 13-0

800S300-54 50 24 47-7 37-9 33-0 26-2 22-10 19-3 23-9 20-9 17-6 22-1 19-3 16-3 20-9 18-1 15-3 19-9 17-3 14-6 18-10 16-6 13-11 17-6 15-3 12-11





800S137-68 33 12 54-11 43-7 38-1 30-2 26-5 22-3 27-5 24-0 20-2 25-6 22-3 18-9 24-0 20-11 17-8 22-9 19-11 16-9 21-9 19-0 16-0 20-2 17-8 14-11

800S137-68 50 12 54-11 43-7 38-1 30-2 26-5 22-3 27-5 24-0 20-2 25-6 22-3 18-9 24-0 20-11 17-8 22-9 19-11 16-9 21-9 19-0 16-0 20-2 17-8 14-11

800S137-68 33 16 49-11 39-7 34-7 27-5 24-0 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 s 17-3 14-7 17-8 s 16-0 13-6

800S137-68 50 16 49-11 39-7 34-7 27-5 24-0 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 17-3 14-7 18-4 16-0 13-6

800S137-68 33 24 43-7 34-7 30-2 24-0 20-11 17-8 21-9 19-0 16-0 20-2 17-8 14-11 18-7 s 16-7 14-0 17-3 s 15-9 13-4 16-1 s 15-1 12-9 14-5 s 14-0 11-10

800S137-68 50 24 43-7 34-7 30-2 24-0 20-11 17-8 21-9 19-0 16-0 20-2 17-8 14-11 19-0 16-7 14-0 18-1 15-9 13-4 17-3 15-1 12-9 16-0 14-0 11-10

800S162-68 33 12 57-1 45-4 39-7 31-5 27-5 23-2 28-6 24-11 21-0 26-6 23-2 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-8 19-9 16-8 21-0 18-4 15-6

800S162-68 50 12 57-1 45-4 39-7 31-5 27-5 23-2 28-6 24-11 21-0 26-6 23-2 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-8 19-9 16-8 21-0 18-4 15-6

800S162-68 33 16 51-11 41-2 35-11 28-6 24-11 21-0 25-11 22-8 19-1 24-1 21-0 17-9 22-8 19-9 16-8 21-6 18-9 15-10 20-7 17-11 15-2 18-8 s 16-8 14-1

800S162-68 50 16 51-11 41-2 35-11 28-6 24-11 21-0 25-11 22-8 19-1 24-1 21-0 17-9 22-8 19-9 16-8 21-6 18-9 15-10 20-7 17-11 15-2 19-1 16-8 14-1

800S162-68 33 24 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 s 17-3 14-7 18-3 s 16-5 13-10 17-1 s 15-8 13-3 15-3 s 14-7 12-3

800S162-68 50 24 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 17-3 14-7 18-9 16-5 13-10 17-11 15-8 13-3 16-8 14-7 12-3

800S200-68 33 12 59-3 47-0 41-1 32-7 28-6 24-0 29-7 25-10 21-10 27-6 24-0 20-3 25-10 22-7 19-1 24-7 21-5 18-1 23-6 20-6 17-4 21-10 19-1 16-1

800S200-68 50 12 59-3 47-0 41-1 32-7 28-6 24-0 29-7 25-10 21-10 27-6 24-0 20-3 25-10 22-7 19-1 24-7 21-5 18-1 23-6 20-6 17-4 21-10 19-1 16-1

800S200-68 33 16 53-10 42-9 37-4 29-7 25-10 21-10 26-11 23-6 19-10 25-0 21-10 18-5 23-6 20-6 17-4 22-4 19-6 16-5 21-4 18-8 15-9 19-9 s 17-4 14-7

800S200-68 50 16 53-10 42-9 37-4 29-7 25-10 21-10 26-11 23-6 19-10 25-0 21-10 18-5 23-6 20-6 17-4 22-4 19-6 16-5 21-4 18-8 15-9 19-10 17-4 14-7

800S200-68 33 24 47-0 37-4 32-7 25-10 22-7 19-1 23-6 20-6 17-4 21-10 19-1 16-1 20-6 17-11 15-1 19-3 s 17-0 14-4 18-0 s 16-3 13-9 16-1 s 15-1 12-9

800S200-68 50 24 47-0 37-4 32-7 25-10 22-7 19-1 23-6 20-6 17-4 21-10 19-1 16-1 20-6 17-11 15-1 19-6 17-0 14-4 18-8 16-3 13-9 17-4 15-1 12-9

800S250-68 33 12 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 23-0 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-1 24-9 21-7 18-3 23-0 20-1 16-11

800S250-68 50 12 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 23-0 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-1 24-9 21-7 18-3 23-0 20-1 16-11

800S250-68 33 16 56-8 45-0 39-4 31-2 27-3 23-0 28-4 24-9 20-10 26-4 23-0 19-4 24-9 21-7 18-3 23-6 20-6 17-4 22-6 19-8 16-7 20-10 18-3 15-4

800S250-68 50 16 56-8 45-0 39-4 31-2 27-3 23-0 28-4 24-9 20-10 26-4 23-0 19-4 24-9 21-7 18-3 23-6 20-6 17-4 22-6 19-8 16-7 20-10 18-3 15-4

800S250-68 33 24 49-6 39-4 34-4 27-3 23-9 20-1 24-9 21-7 18-3 23-0 20-1 16-11 21-7 18-10 15-11 20-6 s 17-11 15-1 19-2 s 17-2 14-5 17-2 s 15-11 13-5

800S250-68 50 24 49-6 39-4 34-4 27-3 23-9 20-1 24-9 21-7 18-3 23-0 20-1 16-11 21-7 18-10 15-11 20-6 17-11 15-1 19-8 17-2 14-5 18-3 15-11 13-5

800S300-68 33 12 65-3 51-9 45-3 35-11 31-4 26-5 32-7 28-6 24-0 30-3 26-5 22-3 28-6 24-10 21-0 27-0 23-7 19-11 25-10 22-7 19-1 24-0 21-0 17-8

800S300-68 50 12 65-0 51-7 45-0 35-9 31-3 26-4 32-6 28-4 23-11 30-2 26-4 22-2 28-4 24-9 20-11 26-11 23-6 19-10 25-9 22-6 19-0 23-11 20-11 17-7

800S300-68 33 16 59-3 47-0 41-1 32-7 28-6 24-0 29-7 25-10 21-10 27-6 24-0 20-3 25-10 22-7 19-1 24-7 21-5 18-1 23-6 20-6 17-4 21-9 s 19-1 16-1

800S300-68 50 16 59-0 46-10 40-11 32-6 28-4 23-11 29-6 25-9 21-9 27-4 23-11 20-2 25-9 22-6 19-0 24-6 21-4 18-0 23-5 20-5 17-3 21-9 19-0 16-0

800S300-68 33 24 51-9 41-1 35-11 28-6 24-10 21-0 25-10 22-7 19-1 24-0 21-0 17-8 22-7 19-9 16-8 21-3 s 18-9 15-10 19-10 s 17-11 15-1 17-9 s 16-8 14-0

800S300-68 50 24 51-7 40-11 35-9 28-4 24-9 20-11 25-9 22-6 19-0 23-11 20-11 17-7 22-6 19-8 16-7 21-4 18-8 15-9 20-5 17-10 15-1 19-0 16-7 14-0

800S162-97 33 12 63-8 50-7 44-2 35-0 30-7 25-10 31-10 27-10 23-5 29-7 25-10 21-9 27-10 24-3 20-6 26-5 23-1 19-5 25-3 22-1 18-7 23-5 20-6 17-3

800S162-97 50 12 63-8 50-7 44-2 35-0 30-7 25-10 31-10 27-10 23-5 29-7 25-10 21-9 27-10 24-3 20-6 26-5 23-1 19-5 25-3 22-1 18-7 23-5 20-6 17-3

800S162-97 33 16 57-11 45-11 40-1 31-10 27-10 23-5 28-11 25-3 21-4 26-10 23-5 19-9 25-3 22-1 18-7 24-0 20-11 17-8 22-11 20-0 16-11 21-4 18-7 15-8

800S162-97 50 16 57-11 45-11 40-1 31-10 27-10 23-5 28-11 25-3 21-4 26-10 23-5 19-9 25-3 22-1 18-7 24-0 20-11 17-8 22-11 20-0 16-11 21-4 18-7 15-8

800S162-97 33 24 50-7 40-1 35-0 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-0 s 16-3 13-8

800S162-97 50 24 50-7 40-1 35-0 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-7 16-3 13-8

800S200-97 33 12 66-2 52-6 45-10 36-5 31-9 26-10 33-1 28-11 24-4 30-8 26-10 22-7 28-11 25-3 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-4 21-3 17-11

800S200-97 50 12 66-2 52-6 45-10 36-5 31-9 26-10 33-1 28-11 24-4 30-8 26-10 22-7 28-11 25-3 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-4 21-3 17-11

800S200-97 33 16 60-1 47-8 41-8 33-1 28-11 24-4 30-0 26-3 22-1 27-11 24-4 20-6 26-3 22-11 19-4 24-11 21-9 18-4 23-10 20-10 17-7 22-1 19-4 16-3

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925S162-54 50 12 59-10 47-6 41-6 32-11 28-9 24-3 29-11 26-1 22-0 27-9 24-3 20-5 26-1 22-10 19-3 24-10 21-8 18-3 23-9 20-9 17-6 22-0 19-3 16-2

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925S162-54 33 24 47-6 37-8 32-11 26-1 22-10 19-3 23-9 20-9 17-6 21-7 s 19-3 16-2 19-8 s 18-1 15-3 18-2 s 17-2 14-6 17-0 s 16-5 13-10 15-3 s 15-3 s 12-10

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925S300-68 50 16 66-1 52-5 45-10 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-5 23-11 20-2 26-2 22-11 19-3 24-4 21-3 17-11

925S300-68 33 24 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 23-5 s 21-0 17-8 21-11 s 20-1 16-11 19-7 s 18-8 15-8

925S300-68 50 24 57-9 45-10 40-0 31-9 27-9 23-5 28-10 25-2 21-3 26-9 23-5 19-9 25-2 22-0 18-7 23-11 20-11 17-7 22-11 20-0 16-10 21-3 18-7 15-8

925S162-97 33 12 71-10 57-0 49-10 39-6 34-6 29-1 35-11 31-4 26-5 33-4 29-1 24-7 31-4 27-5 23-1 29-9 26-0 21-11 28-6 24-11 21-0 26-5 23-1 19-6

925S162-97 50 12 71-10 57-0 49-10 39-6 34-6 29-1 35-11 31-4 26-5 33-4 29-1 24-7 31-4 27-5 23-1 29-9 26-0 21-11 28-6 24-11 21-0 26-5 23-1 19-6

925S162-97 33 16 65-3 51-10 45-3 35-11 31-4 26-5 32-7 28-6 24-0 30-3 26-5 22-4 28-6 24-11 21-0 27-1 23-8 19-11 25-11 22-7 19-1 24-0 21-0 17-8

925S162-97 50 16 65-3 51-10 45-3 35-11 31-4 26-5 32-7 28-6 24-0 30-3 26-5 22-4 28-6 24-11 21-0 27-1 23-8 19-11 25-11 22-7 19-1 24-0 21-0 17-8

925S162-97 33 24 57-0 45-3 39-6 31-4 27-5 23-1 28-6 24-11 21-0 26-5 23-1 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-5 s 19-9 16-8 20-1 s 18-4 15-5

925S162-97 50 24 57-0 45-3 39-6 31-4 27-5 23-1 28-6 24-11 21-0 26-5 23-1 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-7 19-9 16-8 21-0 18-4 15-5

925S200-97 33 12 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-5 23-11 30-10 27-0 22-9 29-6 25-9 21-9 27-5 23-11 20-2

925S200-97 50 12 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-5 23-11 30-10 27-0 22-9 29-6 25-9 21-9 27-5 23-11 20-2

925S200-97 33 16 67-8 53-8 46-11 37-2 32-6 27-5 33-10 29-6 24-11 31-4 27-5 23-1 29-6 25-9 21-9 28-0 24-6 20-8 26-10 23-5 19-9 24-11 21-9 18-4

925S200-97 50 16 67-8 53-8 46-11 37-2 32-6 27-5 33-10 29-6 24-11 31-4 27-5 23-1 29-6 25-9 21-9 28-0 24-6 20-8 26-10 23-5 19-9 24-11 21-9 18-4

925S200-97 33 24 59-1 46-11 40-11 32-6 28-5 23-11 29-6 25-9 21-9 27-5 23-11 20-2 25-9 22-6 19-0 24-6 21-5 18-0 23-5 20-5 17-3 21-2 s 19-0 16-0

925S200-97 50 24 59-1 46-11 40-11 32-6 28-5 23-11 29-6 25-9 21-9 27-5 23-11 20-2 25-9 22-6 19-0 24-6 21-5 18-0 23-5 20-5 17-3 21-9 19-0 16-0

925S250-97 33 12 78-3 62-1 54-3 43-1 37-7 31-9 39-1 34-2 28-10 36-4 31-9 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-3

925S250-97 50 12 78-3 62-1 54-3 43-1 37-7 31-9 39-1 34-2 28-10 36-4 31-9 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-3

925S250-97 33 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3

925S250-97 50 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3

925S250-97 33 24 62-1 49-3 43-1 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-3 27-1 23-8 20-0 25-9 22-6 19-0 24-7 21-6 18-2 22-10 s 20-0 16-10

925S250-97 50 24 62-1 49-3 43-1 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-3 27-1 23-8 20-0 25-9 22-6 19-0 24-7 21-6 18-2 22-10 20-0 16-10

925S300-97 33 12 81-8 64-10 56-8 44-11 39-3 33-1 40-10 35-8 30-1 37-11 33-1 27-11 35-8 31-2 26-3 33-11 29-7 24-11 32-5 28-4 23-10 30-1 26-3 22-2

925S300-97 50 12 81-8 64-10 56-8 44-11 39-3 33-1 40-10 35-8 30-1 37-11 33-1 27-11 35-8 31-2 26-3 33-11 29-7 24-11 32-5 28-4 23-10 30-1 26-3 22-2

925S300-97 33 16 74-3 58-11 51-5 40-10 35-8 30-1 37-1 32-5 27-4 34-5 30-1 25-4 32-5 28-4 23-10 30-9 26-11 22-8 29-5 25-8 21-8 27-4 23-10 20-1

925S300-97 50 16 74-3 58-11 51-5 40-10 35-8 30-1 37-1 32-5 27-4 34-5 30-1 25-4 32-5 28-4 23-10 30-9 26-11 22-8 29-5 25-8 21-8 27-4 23-10 20-1

925S300-97 33 24 64-10 51-5 44-11 35-8 31-2 26-3 32-5 28-4 23-10 30-1 26-3 22-2 28-4 24-9 20-10 26-11 23-6 19-10 25-8 22-5 18-11 23-10 20-10 17-7

925S300-97 50 24 64-10 51-5 44-11 35-8 31-2 26-3 32-5 28-4 23-10 30-1 26-3 22-2 28-4 24-9 20-10 26-11 23-6 19-10 25-8 22-5 18-11 23-10 20-10 17-7





1000S137-33 33 12 46-5 s 41-2 35-11 26-9 s 24-11 21-0 23-2 s 22-7 19-1 20-9 s 20-9 s 17-8 18-11 s 18-11 s 16-8 17-6 s 17-6 s 15-10 16-5 s 16-5 s 15-2 14-8 s 14-8 s 14-0


1000S137-33 33 24 32-10 s 32-8 28-6 18-11 s 18-11 s 16-8 16-5 s 16-5 s 15-2 14-8 s 14-8 s 14-0 13-4 s 13-4 s 13-3 12-4 s 12-4 s 12-4 s 11-7 s 11-7 s 11-7 s 10-4 s 10-4 s 10-4 s

1000S162-33 33 12 49-4 s 42-8 37-3 28-6 s 25-10 21-9 24-8 s 23-5 19-9 22-1 s 21-9 18-4 20-2 s 20-2 s 17-3 18-8 s 18-8 s 16-5 17-5 s 17-5 s 15-8 15-7 s 15-7 s 14-7

1000S162-33 33 16 42-9 s 38-9 33-10 24-8 s 23-5 19-9 21-4 s 21-4 17-11 19-1 s 19-1 s 16-8 17-5 s 17-5 s 15-8 16-2 s 16-2 s 14-11 15-1 s 15-1 s 14-3 13-6 s 13-6 s 13-3


1000S200-33 33 12 50-1 s 44-4 38-9 28-11 s 26-10 22-8 25-0 s 24-5 20-7 22-4 s 22-4 s 19-1 20-5 s 20-5 s 18-0 18-11 s 18-11 s 17-1 17-8 s 17-8 s 16-4 15-10 s 15-10 s 15-2



1000S137-43 33 12 57-4 45-6 39-9 31-6 27-6 23-2 28-8 25-0 21-1 25-8 s 23-2 19-7 23-5 s 21-10 18-5 21-8 s 20-9 17-6 20-3 s 19-10 16-9 18-2 s 18-2 s 15-6

1000S137-43 33 16 49-9 s 41-4 36-1 28-8 25-0 21-1 24-10 s 22-9 19-2 22-2 s 21-1 17-9 20-3 s 19-10 16-9 18-9 s 18-9 s 15-11 17-7 s 17-7 s 15-2 15-8 s 15-8 s 14-1

1000S137-43 33 24 40-7 s 36-1 31-6 23-5 s 21-10 18-5 20-3 s 19-10 16-9 18-2 s 18-2 s 15-6 16-7 s 16-7 s 14-7 15-4 s 15-4 s 13-10 14-4 s 14-4 s 13-3 12-10 s 12-10 s 12-4

1000S162-43 33 12 59-4 47-1 41-1 32-8 28-6 24-0 29-8 25-11 21-10 27-3 s 24-0 20-3 24-10 s 22-7 19-1 23-0 s 21-6 18-1 21-6 s 20-6 17-4 19-3 s 19-1 16-1

1000S162-43 33 16 52-9 s 42-9 37-4 29-8 25-11 21-10 26-4 s 23-6 19-10 23-7 s 21-10 18-5 21-6 s 20-6 17-4 19-11 s 19-6 16-5 18-8 s 18-8 s 15-9 16-8 s 16-8 s 14-7

1000S162-43 33 24 43-1 s 37-4 32-8 24-10 s 22-7 19-1 21-6 s 20-6 17-4 19-3 s 19-1 16-1 17-7 s 17-7 s 15-1 16-3 s 16-3 s 14-4 15-3 s 15-3 s 13-9 13-7 s 13-7 s 12-9

1000S200-43 33 12 60-3 s 48-8 42-6 33-9 29-6 24-10 30-1 s 26-9 22-7 26-11 s 24-10 20-11 24-7 s 23-5 19-9 22-9 s 22-2 18-9 21-3 s 21-3 17-11 19-0 s 19-0 s 16-7

1000S200-43 33 16 52-2 s 44-3 38-8 30-1 s 26-9 22-7 26-1 s 24-4 20-6 23-4 s 22-7 19-0 21-3 s 21-3 17-11 19-8 s 19-8 s 17-0 18-5 s 18-5 s 16-3 16-6 s 16-6 s 15-1

1000S200-43 33 24 42-7 s 38-8 33-9 24-7 s 23-5 19-9 21-3 s 21-3 17-11 19-0 s 19-0 s 16-7 17-4 s 17-4 s 15-8 16-1 s 16-1 s 14-10 15-0 s 15-0 s 14-2 13-5 s 13-5 s 13-2

1000S250-43 33 12 64-4 51-0 44-7 35-4 30-11 26-1 32-2 28-1 23-8 29-0 s 26-1 22-0 26-6 s 24-6 20-8 24-6 s 23-3 19-8 22-11 s 22-3 18-9 20-6 s 20-6 s 17-5

1000S250-43 33 16 56-3 s 46-4 40-6 32-2 28-1 23-8 28-1 s 25-6 21-6 25-2 s 23-8 19-11 22-11 s 22-3 18-9 21-3 s 21-2 17-10 19-10 s 19-10 s 17-1 17-9 s 17-9 s 15-10

1000S250-43 33 24 45-11 s 40-6 35-4 26-6 s 24-6 20-8 22-11 s 22-3 18-9 20-6 s 20-6 s 17-5 18-9 s 18-9 s 16-5 17-4 s 17-4 s 15-7 16-3 s 16-3 s 14-11 14-6 s 14-6 s 13-10

1000S300-43 33 12 66-11 53-1 46-5 36-10 32-2 27-1 33-5 29-2 24-7 30-9 s 27-1 22-10 28-0 s 25-6 21-6 25-11 s 24-3 20-5 24-3 s 23-2 19-6 21-8 s 21-6 18-2

1000S300-43 33 16 59-6 s 48-3 42-2 33-5 29-2 24-7 29-9 s 26-6 22-4 26-7 s 24-7 20-9 24-3 s 23-2 19-6 22-6 s 22-0 18-7 21-0 s 21-0 s 17-9 18-10 s 18-10 s 16-6

1000S300-43 33 24 48-7 s 42-2 36-10 28-0 s 25-6 21-6 24-3 s 23-2 19-6 21-8 s 21-6 18-2 19-10 s 19-10 s 17-1 18-4 s 18-4 s 16-2 17-2 s 17-2 s 15-6 15-4 s 15-4 s 14-5

1000S137-54 33 12 61-7 48-11 42-8 33-11 29-7 24-11 30-9 26-11 22-8 28-7 24-11 21-0 26-11 23-6 19-10 25-6 22-4 18-10 24-3 s 21-4 18-0 21-8 s 19-10 16-8

1000S137-54 50 12 61-7 48-11 42-8 33-11 29-7 24-11 30-9 26-11 22-8 28-7 24-11 21-0 26-11 23-6 19-10 25-6 22-4 18-10 24-5 21-4 18-0 22-8 19-10 16-8

1000S137-54 33 16 56-0 44-5 38-10 30-9 26-11 22-8 28-0 24-5 20-7 25-11 22-8 19-1 24-3 s 21-4 18-0 22-5 s 20-3 17-1 21-0 s 19-5 16-4 18-9 s 18-0 15-2

1000S137-54 50 16 56-0 44-5 38-10 30-9 26-11 22-8 28-0 24-5 20-7 25-11 22-8 19-1 24-5 21-4 18-0 23-2 20-3 17-1 22-2 19-5 16-4 20-7 18-0 15-2

1000S137-54 33 24 48-6 s 38-10 33-11 26-11 23-6 19-10 24-3 s 21-4 18-0 21-8 s 19-10 16-8 19-9 s 18-8 15-8 18-4 s 17-8 14-11 17-1 s 16-11 14-3 15-4 s 15-4 s 13-3

1000S137-54 50 24 48-11 38-10 33-11 26-11 23-6 19-10 24-5 21-4 18-0 22-8 19-10 16-8 21-4 18-8 15-8 20-3 17-8 14-11 19-5 16-11 14-3 17-5 s 15-8 13-3

1000S162-54 33 12 63-10 50-8 44-3 35-1 30-8 25-10 31-11 27-10 23-6 29-7 25-10 21-10 27-10 24-4 20-6 26-5 23-1 19-6 25-4 22-1 18-8 22-10 s 20-6 17-3

1000S162-54 50 12 63-10 50-8 44-3 35-1 30-8 25-10 31-11 27-10 23-6 29-7 25-10 21-10 27-10 24-4 20-6 26-5 23-1 19-6 25-4 22-1 18-8 23-6 20-6 17-3

1000S162-54 33 16 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 23-8 s 21-0 17-8 22-1 s 20-1 16-11 19-9 s 18-8 15-8

1000S162-54 50 16 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 24-0 21-0 17-8 23-0 20-1 16-11 21-4 18-8 15-8

1000S162-54 33 24 50-8 40-2 35-1 27-10 24-4 20-6 25-4 22-1 18-8 22-10 s 20-6 17-3 20-10 s 19-4 16-3 19-3 s 18-4 15-5 18-0 s 17-6 14-9 16-2 s 16-2 s 13-9

1000S162-54 50 24 50-8 40-2 35-1 27-10 24-4 20-6 25-4 22-1 18-8 23-6 20-6 17-3 22-1 19-4 16-3 21-0 18-4 15-5 20-1 17-6 14-9 18-5 s 16-3 13-9

1000S200-54 33 12 66-0 52-4 45-9 36-4 31-8 26-9 33-0 28-10 24-3 30-7 26-9 22-6 28-10 25-2 21-2 27-4 23-11 20-2 26-2 22-10 19-3 23-7 s 21-2 17-11

1000S200-54 50 12 66-0 52-4 45-9 36-4 31-8 26-9 33-0 28-10 24-3 30-7 26-9 22-6 28-10 25-2 21-2 27-4 23-11 20-2 26-2 22-10 19-3 24-3 21-2 17-11

1000S200-54 33 16 59-11 47-7 41-7 33-0 28-10 24-3 29-11 26-2 22-1 27-10 24-3 20-6 26-2 22-10 19-3 24-5 s 21-8 18-4 22-10 s 20-9 17-6 20-5 s 19-3 16-3

1000S200-54 50 16 59-11 47-7 41-7 33-0 28-10 24-3 29-11 26-2 22-1 27-10 24-3 20-6 26-2 22-10 19-3 24-10 21-8 18-4 23-9 20-9 17-6 22-1 19-3 16-3

1000S200-54 33 24 52-4 41-7 36-4 28-10 25-2 21-2 26-2 22-10 19-3 23-7 s 21-2 17-11 21-7 s 19-11 16-10 19-11 s 18-11 16-0 18-8 s 18-2 15-3 16-8 s 16-8 s 14-2

1000S200-54 50 24 52-4 41-7 36-4 28-10 25-2 21-2 26-2 22-10 19-3 24-3 21-2 17-11 22-10 19-11 16-10 21-8 s 18-11 16-0 20-3 s 18-2 15-3 18-1 s 16-10 14-2

1000S250-54 33 12 69-2 54-11 48-0 38-1 33-3 28-0 34-7 30-2 25-6 32-1 28-0 23-8 30-2 26-5 22-3 28-8 25-1 21-1 27-4 s 24-0 20-2 24-5 s 22-3 18-9

1000S250-54 50 12 69-2 54-10 47-11 38-0 33-3 28-0 34-7 30-2 25-5 32-1 28-0 23-7 30-2 26-4 22-3 28-8 25-0 21-1 27-5 23-11 20-2 25-5 22-3 18-9

1000S250-54 33 16 62-10 49-11 43-7 34-7 30-2 25-6 31-5 27-5 23-2 29-2 25-6 21-6 27-4 s 24-0 20-2 25-4 s 22-9 19-2 23-8 s 21-9 18-4 21-2 s 20-2 17-0

1000S250-54 50 16 62-10 49-10 43-6 34-7 30-2 25-5 31-5 27-5 23-1 29-2 25-5 21-5 27-5 23-11 20-2 26-0 22-9 19-2 24-11 21-9 18-4 23-1 20-2 17-0

1000S250-54 33 24 54-8 s 43-7 38-1 30-2 26-5 22-3 27-4 s 24-0 20-2 24-5 s 22-3 18-9 22-4 s 20-11 17-8 20-8 s 19-11 16-9 19-4 s 19-0 16-0 17-3 s 17-3 s 14-10

1000S250-54 50 24 54-10 43-6 38-0 30-2 26-4 22-3 27-5 23-11 20-2 25-5 22-3 18-9 23-11 20-11 17-8 22-9 19-10 16-9 21-7 s 19-0 16-0 19-4 s 17-8 14-10

1000S300-54 33 12 72-1 57-3 50-0 39-8 34-8 29-3 36-0 31-6 26-6 33-5 29-3 24-8 31-6 27-6 23-2 29-11 26-1 22-0 28-7 25-0 21-1 25-8 s 23-2 19-6

1000S300-54 50 12 71-8 56-10 49-8 39-5 34-5 29-0 35-10 31-3 26-4 33-3 29-0 24-6 31-3 27-4 23-0 29-8 25-11 21-10 28-5 24-10 20-11 26-4 23-0 19-5

1000S300-54 33 16 65-6 52-0 45-5 36-0 31-6 26-6 32-9 28-7 24-1 30-5 26-6 22-4 28-7 25-0 21-1 26-7 s 23-9 20-0 24-10 s 22-8 19-1 22-3 s 21-1 17-9

1000S300-54 50 16 65-1 51-8 45-1 35-10 31-3 26-4 32-6 28-5 23-11 30-2 26-4 22-3 28-5 24-10 20-11 27-0 23-7 19-10 25-10 22-6 19-0 23-11 20-11 17-8

1000S300-54 33 24 57-3 45-5 39-8 31-6 27-6 23-2 28-7 25-0 21-1 25-8 s 23-2 19-6 23-5 s 21-10 18-5 21-8 s 20-9 17-6 20-4 s 19-10 16-8 18-2 s 18-2 s 15-6

1000S300-54 50 24 56-10 45-1 39-5 31-3 27-4 23-0 28-5 24-10 20-11 26-4 23-0 19-5 24-10 21-8 18-3 23-7 20-7 17-4 22-6 19-8 16-7 20-3 s 18-3 15-5





1000S137-68 33 12 66-3 52-7 45-11 36-5 31-10 26-10 33-1 28-11 24-5 30-9 26-10 22-8 28-11 25-3 21-4 27-6 24-0 20-3 26-3 22-11 19-4 24-2 s 21-4 17-11

1000S137-68 50 12 66-3 52-7 45-11 36-5 31-10 26-10 33-1 28-11 24-5 30-9 26-10 22-8 28-11 25-3 21-4 27-6 24-0 20-3 26-3 22-11 19-4 24-5 21-4 17-11

1000S137-68 33 16 60-2 47-9 41-9 33-1 28-11 24-5 30-1 26-3 22-2 27-11 24-5 20-7 26-3 22-11 19-4 24-11 21-10 18-4 23-5 s 20-10 17-7 20-11 s 19-4 16-4

1000S137-68 50 16 60-2 47-9 41-9 33-1 28-11 24-5 30-1 26-3 22-2 27-11 24-5 20-7 26-3 22-11 19-4 24-11 21-10 18-4 23-10 20-10 17-7 22-2 19-4 16-4

1000S137-68 33 24 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-2 s 21-4 17-11 22-1 s 20-0 16-11 20-5 s 19-0 16-1 19-1 s 18-2 15-4 17-1 s 16-11 14-3

1000S137-68 50 24 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-5 21-4 17-11 22-11 20-0 16-11 21-10 19-0 16-1 20-10 18-2 15-4 19-4 16-11 14-3

1000S162-68 33 12 68-8 54-6 47-7 37-9 33-0 27-10 34-4 30-0 25-3 31-10 27-10 23-5 30-0 26-2 22-1 28-6 24-10 21-0 27-3 23-9 20-1 25-3 22-1 18-7

1000S162-68 50 12 68-8 54-6 47-7 37-9 33-0 27-10 34-4 30-0 25-3 31-10 27-10 23-5 30-0 26-2 22-1 28-6 24-10 21-0 27-3 23-9 20-1 25-3 22-1 18-7

1000S162-68 33 16 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 22-11 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-0 24-8 s 21-7 18-3 22-1 s 20-1 16-11

1000S162-68 50 16 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 22-11 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-0 24-9 21-7 18-3 22-11 20-1 16-11

1000S162-68 33 24 54-6 43-3 37-9 30-0 26-2 22-1 27-3 23-9 20-1 25-3 22-1 18-7 23-3 s 20-9 17-6 21-6 s 19-9 16-8 20-2 s 18-10 15-11 18-0 s 17-6 14-9

1000S162-68 50 24 54-6 43-3 37-9 30-0 26-2 22-1 27-3 23-9 20-1 25-3 22-1 18-7 23-9 20-9 17-6 22-7 19-9 16-8 21-7 18-10 15-11 20-1 17-6 14-9

1000S200-68 33 12 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-5 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3

1000S200-68 50 12 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-5 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3

1000S200-68 33 16 64-6 51-2 44-9 35-6 31-0 26-2 32-3 28-2 23-9 29-11 26-2 22-0 28-2 24-7 20-9 26-9 23-4 19-8 25-7 22-4 18-10 23-2 s 20-9 17-6

1000S200-68 50 16 64-6 51-2 44-9 35-6 31-0 26-2 32-3 28-2 23-9 29-11 26-2 22-0 28-2 24-7 20-9 26-9 23-4 19-8 25-7 22-4 18-10 23-9 20-9 17-6

1000S200-68 33 24 56-4 44-9 39-1 31-0 27-1 22-10 28-2 24-7 20-9 26-2 22-10 19-3 24-5 s 21-6 18-1 22-7 s 20-5 17-2 21-2 s 19-6 16-5 18-11 s 18-1 15-3

1000S200-68 50 24 56-4 44-9 39-1 31-0 27-1 22-10 28-2 24-7 20-9 26-2 22-10 19-3 24-7 21-6 18-1 23-4 20-5 17-2 22-4 19-6 16-5 20-9 18-1 15-3

1000S250-68 33 12 74-6 59-1 51-8 41-0 35-10 30-2 37-3 32-6 27-5 34-7 30-2 25-5 32-6 28-5 23-11 30-11 27-0 22-9 29-6 25-10 21-9 27-5 23-11 20-2

1000S250-68 50 12 74-6 59-1 51-8 41-0 35-10 30-2 37-3 32-6 27-5 34-7 30-2 25-5 32-6 28-5 23-11 30-11 27-0 22-9 29-6 25-10 21-9 27-5 23-11 20-2

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1000S250-68 50 16 67-8 53-9 46-11 37-3 32-6 27-5 33-10 29-6 24-11 31-5 27-5 23-1 29-6 25-10 21-9 28-1 24-6 20-8 26-10 23-5 19-9 24-11 21-9 18-4

1000S250-68 33 24 59-1 46-11 41-0 32-6 28-5 23-11 29-6 25-10 21-9 27-5 23-11 20-2 25-10 22-6 19-0 24-0 s 21-5 18-1 22-5 s 20-6 17-3 20-1 s 19-0 16-0

1000S250-68 50 24 59-1 46-11 41-0 32-6 28-5 23-11 29-6 25-10 21-9 27-5 23-11 20-2 25-10 22-6 19-0 24-6 21-5 18-1 23-5 20-6 17-3 21-9 19-0 16-0

1000S300-68 33 12 77-8 61-7 53-10 42-9 37-4 31-6 38-10 33-11 28-7 36-0 31-6 26-6 33-11 29-7 25-0 32-2 28-1 23-8 30-9 26-11 22-8 28-7 25-0 21-1

1000S300-68 50 12 77-5 61-5 53-8 42-7 37-2 31-4 38-8 33-9 28-6 35-11 31-4 26-5 33-9 29-6 24-11 32-1 28-0 23-8 30-8 26-10 22-7 28-6 24-11 21-0

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1000S300-68 50 16 70-4 55-10 48-9 38-8 33-9 28-6 35-2 30-8 25-11 32-7 28-6 24-0 30-8 26-10 22-7 29-2 25-6 21-6 27-11 24-4 20-6 25-11 22-7 19-1

1000S300-68 33 24 61-7 48-11 42-9 33-11 29-7 25-0 30-9 26-11 22-8 28-7 25-0 21-1 26-9 s 23-6 19-10 24-9 s 22-4 18-10 23-2 s 21-4 18-0 20-8 s 19-10 16-8

1000S300-68 50 24 61-5 48-9 42-7 33-9 29-6 24-11 30-8 26-10 22-7 28-6 24-11 21-0 26-10 23-5 19-9 25-6 22-3 18-9 24-4 21-3 17-11 22-7 19-9 16-8

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1000S162-97 50 12 76-8 60-10 53-2 42-2 36-10 31-1 38-4 33-6 28-3 35-7 31-1 26-2 33-6 29-3 24-8 31-10 27-9 23-5 30-5 26-7 22-5 28-3 24-8 20-9

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1000S162-97 50 16 69-8 55-3 48-4 38-4 33-6 28-3 34-10 30-5 25-8 32-4 28-3 23-10 30-5 26-7 22-5 28-11 25-3 21-3 27-7 24-2 20-4 25-8 22-5 18-11

1000S162-97 33 24 60-10 48-4 42-2 33-6 29-3 24-8 30-5 26-7 22-5 28-3 24-8 20-9 26-7 23-2 19-7 25-3 22-0 18-7 23-9 s 21-1 17-9 21-3 s 19-7 16-6

1000S162-97 50 24 60-10 48-4 42-2 33-6 29-3 24-8 30-5 26-7 22-5 28-3 24-8 20-9 26-7 23-2 19-7 25-3 22-0 18-7 24-2 21-1 17-9 22-5 19-7 16-6

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1000S200-97 50 12 79-4 63-0 55-0 43-8 38-2 32-2 39-8 34-8 29-3 36-10 32-2 27-1 34-8 30-3 25-6 32-11 28-9 24-3 31-6 27-6 23-2 29-3 25-6 21-6

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1000S200-97 33 24 63-0 50-0 43-8 34-8 30-3 25-6 31-6 27-6 23-2 29-3 25-6 21-6 27-6 24-0 20-3 26-1 22-10 19-3 25-0 21-10 18-5 22-5 s 20-3 17-1

1000S200-97 50 24 63-0 50-0 43-8 34-8 30-3 25-6 31-6 27-6 23-2 29-3 25-6 21-6 27-6 24-0 20-3 26-1 22-10 19-3 25-0 21-10 18-5 23-2 20-3 17-1

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1000S250-97 50 12 83-4 66-1 57-9 45-10 40-0 33-9 41-8 36-4 30-8 38-8 33-9 28-6 36-4 31-9 26-9 34-7 30-2 25-5 33-0 28-10 24-4 30-8 26-9 22-7

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1000S250-97 50 16 75-8 60-1 52-6 41-8 36-4 30-8 37-10 33-0 27-10 35-1 30-8 25-10 33-0 28-10 24-4 31-5 27-5 23-1 30-0 26-3 22-1 27-10 24-4 20-6

1000S250-97 33 24 66-1 52-6 45-10 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-1 s 21-3 17-11

1000S250-97 50 24 66-1 52-6 45-10 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-4 21-3 17-11

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1000S300-97 50 12 86-11 68-11 60-3 47-10 41-9 35-2 43-5 37-11 32-0 40-4 35-2 29-8 37-11 33-2 27-11 36-0 31-6 26-6 34-5 30-1 25-5 32-0 27-11 23-7

1000S300-97 33 16 78-11 62-8 54-9 43-5 37-11 32-0 39-5 34-5 29-1 36-7 32-0 27-0 34-5 30-1 25-5 32-9 28-7 24-1 31-4 27-4 23-1 29-1 25-5 21-5

1000S300-97 50 16 78-11 62-8 54-9 43-5 37-11 32-0 39-5 34-5 29-1 36-7 32-0 27-0 34-5 30-1 25-5 32-9 28-7 24-1 31-4 27-4 23-1 29-1 25-5 21-5

1000S300-97 33 24 68-11 54-9 47-10 37-11 33-2 27-11 34-5 30-1 25-5 32-0 27-11 23-7 30-1 26-3 22-2 28-7 25-0 21-1 27-4 23-11 20-2 25-5 22-2 18-8

1000S300-97 50 24 68-11 54-9 47-10 37-11 33-2 27-11 34-5 30-1 25-5 32-0 27-11 23-7 30-1 26-3 22-2 28-7 25-0 21-1 27-4 23-11 20-2 25-5 22-2 18-8







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1125S137-43 33 12 60-6 s 50-3 43-11 34-10 30-5 25-8 30-3 s 27-8 23-4 27-1 s 25-8 21-8 24-8 s 24-2 20-4 22-10 s 22-10 s 19-4 21-4 s 21-4 s 18-6 19-1 s 19-1 s 17-2

1125S137-43 33 16 52-5 s 45-8 39-11 30-3 s 27-8 23-4 26-2 s 25-1 21-2 23-5 s 23-4 19-8 21-4 s 21-4 s 18-6 19-9 s 19-9 s 17-7 18-6 s 18-6 s 16-10 16-7 s 16-7 s 15-7


1125S162-43 33 12 64-4 s 51-11 45-4 36-0 31-5 26-6 32-2 s 28-7 24-1 28-9 s 26-6 22-4 26-3 s 24-11 21-0 24-3 s 23-8 20-0 22-9 s 22-8 19-1 20-4 s 20-4 s 17-9

1125S162-43 33 16 55-9 s 47-2 41-3 32-2 s 28-7 24-1 27-10 s 25-11 21-11 24-11 s 24-1 20-4 22-9 s 22-8 19-1 21-0 s 21-0 s 18-2 19-8 s 19-8 s 17-4 17-7 s 17-7 s 16-1

1125S162-43 33 24 45-6 s 41-3 36-0 26-3 s 24-11 21-0 22-9 s 22-8 19-1 20-4 s 20-4 s 17-9 18-7 s 18-7 s 16-8 17-2 s 17-2 s 15-10 16-1 s 16-1 s 15-2 14-4 s 14-4 s 14-1

1125S200-43 33 12 63-8 s 53-7 46-10 36-9 s 32-5 27-4 31-10 s 29-6 24-10 28-5 s 27-4 23-1 25-11 s 25-9 21-9 24-0 s 24-0 s 20-7 22-6 s 22-6 s 19-9 20-1 s 20-1 s 18-4

1125S200-43 33 16 55-1 s 48-8 42-6 31-10 s 29-6 24-10 27-6 s 26-9 22-7 24-7 s 24-7 s 21-0 22-6 s 22-6 s 19-9 20-10 s 20-10 s 18-9 19-5 s 19-5 s 17-11 17-5 s 17-5 s 16-8


1125S250-43 33 12 68-9 s 56-1 49-0 38-10 33-11 28-8 34-4 s 30-10 26-0 30-9 s 28-8 24-2 28-0 s 26-11 22-9 25-11 s 25-7 21-7 24-3 s 24-3 s 20-8 21-8 s 21-8 s 19-2

1125S250-43 33 16 59-6 s 50-11 44-6 34-4 s 30-10 26-0 29-9 s 28-0 23-8 26-7 s 26-0 21-11 24-3 s 24-3 s 20-8 22-6 s 22-6 s 19-7 21-0 s 21-0 s 18-9 18-9 s 18-9 s 17-5


1125S300-43 33 12 72-9 s 58-4 50-11 40-5 35-4 29-9 36-4 s 32-1 27-1 32-6 s 29-9 25-1 29-8 s 28-0 23-8 27-6 s 26-7 22-5 25-8 s 25-5 21-6 23-0 s 23-0 s 19-11

1125S300-43 33 16 63-0 s 53-0 46-3 36-4 s 32-1 27-1 31-6 s 29-2 24-7 28-2 s 27-1 22-10 25-8 s 25-5 21-6 23-10 s 23-10 s 20-5 22-3 s 22-3 s 19-6 19-11 s 19-11 s 18-1

1125S300-43 33 24 51-5 s 46-3 40-5 29-8 s 28-0 23-8 25-8 s 25-5 21-6 23-0 s 23-0 s 19-11 21-0 s 21-0 s 18-9 19-5 s 19-5 s 17-10 18-2 s 18-2 s 17-0 16-3 s 16-3 s 15-10

1125S137-54 33 12 68-1 54-1 47-3 37-6 32-9 27-7 34-0 29-9 25-1 31-7 27-7 23-3 29-5 s 26-0 21-11 27-3 s 24-8 20-10 25-6 s 23-7 19-11 22-10 s 21-11 18-5

1125S137-54 50 12 68-1 54-1 47-3 37-6 32-9 27-7 34-0 29-9 25-1 31-7 27-7 23-3 29-9 26-0 21-11 28-3 24-8 20-10 27-0 23-7 19-11 25-1 21-11 18-5

1125S137-54 33 16 61-11 49-1 42-11 34-0 29-9 25-1 30-11 27-0 22-9 27-11 s 25-1 21-2 25-6 s 23-7 19-11 23-7 s 22-5 18-11 22-1 s 21-5 18-1 19-9 s 19-9 s 16-9

1125S137-54 50 16 61-11 49-1 42-11 34-0 29-9 25-1 30-11 27-0 22-9 28-8 25-1 21-2 27-0 23-7 19-11 25-8 22-5 18-11 24-6 21-5 18-1 22-6 s 19-11 16-9

1125S137-54 33 24 51-1 s 42-11 37-6 29-5 s 26-0 21-11 25-6 s 23-7 19-11 22-10 s 21-11 18-5 20-10 s 20-7 17-4 19-3 s 19-3 s 16-6 18-0 s 18-0 s 15-9 16-1 s 16-1 s 14-8

1125S137-54 50 24 54-1 42-11 37-6 29-9 26-0 21-11 27-0 23-7 19-11 25-1 21-11 18-5 23-7 20-7 17-4 21-11 s 19-7 16-6 20-6 s 18-9 15-9 18-4 s 17-4 14-8

1125S162-54 33 12 70-5 55-11 48-10 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-1 30-9 26-10 22-8 28-9 s 25-6 21-6 26-11 s 24-5 20-7 24-1 s 22-8 19-1

1125S162-54 50 12 70-5 55-11 48-10 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-1 30-9 26-10 22-8 29-2 25-6 21-6 27-11 24-5 20-7 25-11 22-8 19-1

1125S162-54 33 16 64-0 50-9 44-4 35-2 30-9 25-11 32-0 27-11 23-6 29-6 s 25-11 21-10 26-11 s 24-5 20-7 24-11 s 23-2 19-6 23-4 s 22-2 18-8 20-10 s 20-7 17-4

1125S162-54 50 16 64-0 50-9 44-4 35-2 30-9 25-11 32-0 27-11 23-6 29-8 25-11 21-10 27-11 24-5 20-7 26-6 23-2 19-6 25-4 22-2 18-8 23-6 20-7 17-4

1125S162-54 33 24 53-11 s 44-4 38-9 30-9 26-10 22-8 26-11 s 24-5 20-7 24-1 s 22-8 19-1 22-0 s 21-4 17-11 20-4 s 20-3 17-1 19-0 s 19-0 s 16-4 17-0 s 17-0 s 15-2

1125S162-54 50 24 55-11 44-4 38-9 30-9 26-10 22-8 27-11 24-5 20-7 25-11 22-8 19-1 24-5 21-4 17-11 23-2 20-3 17-1 21-9 s 19-4 16-4 19-6 s 17-11 15-2

1125S200-54 33 12 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-8 23-4 29-8 s 26-4 22-2 27-9 s 25-2 21-3 24-10 s 23-4 19-8

1125S200-54 50 12 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-8 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-9 23-4 19-8

1125S200-54 33 16 66-0 52-5 45-9 36-4 31-9 26-9 33-0 28-10 24-4 30-5 s 26-9 22-7 27-9 s 25-2 21-3 25-8 s 23-11 20-2 24-0 s 22-10 19-3 21-6 s 21-3 17-11

1125S200-54 50 16 66-0 52-5 45-9 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-4 23-11 20-2 26-2 22-10 19-3 23-6 s 21-3 17-11

1125S200-54 33 24 55-6 s 45-9 40-0 31-9 27-8 23-4 27-9 s 25-2 21-3 24-10 s 23-4 19-8 22-8 s 22-0 18-6 20-11 s 20-11 17-7 19-7 s 19-7 s 16-10 17-6 s 17-6 s 15-8

1125S200-54 50 24 57-8 45-9 40-0 31-9 27-8 23-4 28-10 25-2 21-3 26-9 23-4 19-8 24-9 s 22-0 18-6 22-11 s 20-11 17-7 21-5 s 20-0 16-10 19-2 s 18-6 15-8

1125S250-54 33 12 76-1 60-4 52-9 41-10 36-6 30-10 38-0 33-2 28-0 35-3 30-10 26-0 33-2 29-0 24-5 30-9 s 27-6 23-3 28-10 s 26-4 22-2 25-9 s 24-5 20-7

1125S250-54 50 12 76-1 60-4 52-9 41-10 36-6 30-10 38-0 33-2 28-0 35-3 30-10 26-0 33-2 29-0 24-5 31-6 27-6 23-3 30-2 26-4 22-2 28-0 24-5 20-7

1125S250-54 33 16 69-1 54-10 47-11 38-0 33-2 28-0 34-6 30-2 25-5 31-7 s 28-0 23-7 28-10 s 26-4 22-2 26-8 s 25-0 21-1 24-11 s 23-11 20-2 22-4 s 22-2 18-9

1125S250-54 50 16 69-1 54-10 47-11 38-0 33-2 28-0 34-6 30-2 25-5 32-1 28-0 23-7 30-2 26-4 22-2 28-8 25-0 21-1 27-5 23-11 20-2 25-1 s 22-2 18-9

1125S250-54 33 24 57-8 s 47-11 41-10 33-2 29-0 24-5 28-10 s 26-4 22-2 25-9 s 24-5 20-7 23-6 s 23-0 19-5 21-9 s 21-9 s 18-5 20-4 s 20-4 s 17-7 18-2 s 18-2 s 16-4

1125S250-54 50 24 60-4 47-11 41-10 33-2 29-0 24-5 30-2 26-4 22-2 28-0 24-5 20-7 26-4 23-0 19-5 24-5 s 21-10 18-5 22-10 s 20-11 17-7 20-5 s 19-5 16-4

1125S300-54 33 12 79-1 62-10 54-10 43-6 38-0 32-1 39-6 34-6 29-1 36-8 32-1 27-0 34-6 30-2 25-5 32-5 s 28-8 24-2 30-4 s 27-5 23-1 27-1 s 25-5 21-5

1125S300-54 50 12 78-8 62-5 54-7 43-3 37-10 31-11 39-4 34-4 29-0 36-6 31-11 26-11 34-4 30-0 25-4 32-7 28-6 24-0 31-2 27-3 23-0 29-0 25-4 21-4

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1125S300-54 50 16 71-6 56-9 49-7 39-4 34-4 29-0 35-9 31-2 26-4 33-2 29-0 24-5 31-2 27-3 23-0 29-8 25-11 21-10 28-4 24-9 20-10 26-4 23-0 19-4

1125S300-54 33 24 60-8 s 49-10 43-6 34-6 30-2 25-5 30-4 s 27-5 23-1 27-1 s 25-5 21-5 24-9 s 23-11 20-2 22-11 s 22-9 19-2 21-5 s 21-5 s 18-4 19-2 s 19-2 s 17-0

1125S300-54 50 24 62-5 49-7 43-3 34-4 30-0 25-4 31-2 27-3 23-0 29-0 25-4 21-4 27-3 23-10 20-1 25-8 s 22-7 19-1 24-0 s 21-7 18-3 21-6 s 20-1 16-11





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1125S137-68 33 16 66-7 52-10 46-2 36-7 32-0 27-0 33-3 29-1 24-6 30-11 27-0 22-9 29-1 25-5 21-5 27-5 s 24-1 20-4 25-8 s 23-1 19-5 22-11 s 21-5 18-0

1125S137-68 50 16 66-7 52-10 46-2 36-7 32-0 27-0 33-3 29-1 24-6 30-11 27-0 22-9 29-1 25-5 21-5 27-7 24-1 20-4 26-5 23-1 19-5 24-6 21-5 18-0

1125S137-68 33 24 58-2 46-2 40-4 32-0 27-11 23-7 29-1 25-5 21-5 26-6 s 23-7 19-10 24-2 s 22-2 18-8 22-5 s 21-1 17-9 20-11 s 20-2 17-0 18-9 s 18-8 15-9

1125S137-68 50 24 58-2 46-2 40-4 32-0 27-11 23-7 29-1 25-5 21-5 27-0 23-7 19-10 25-5 22-2 18-8 24-1 21-1 17-9 23-1 20-2 17-0 21-5 18-8 15-9

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1125S162-68 50 12 75-9 60-2 52-6 41-8 36-5 30-8 37-10 33-1 27-11 35-2 30-8 25-11 33-1 28-11 24-4 31-5 27-5 23-2 30-1 26-3 22-2 27-11 24-4 20-6

1125S162-68 33 16 68-10 54-8 47-9 37-10 33-1 27-11 34-5 30-1 25-4 31-11 27-11 23-6 30-1 26-3 22-2 28-7 24-11 21-0 27-0 s 23-10 20-1 24-1 s 22-2 18-8

1125S162-68 50 16 68-10 54-8 47-9 37-10 33-1 27-11 34-5 30-1 25-4 31-11 27-11 23-6 30-1 26-3 22-2 28-7 24-11 21-0 27-4 23-10 20-1 25-4 22-2 18-8

1125S162-68 33 24 60-2 47-9 41-8 33-1 28-11 24-4 30-1 26-3 22-2 27-10 s 24-4 20-6 25-5 s 22-11 19-4 23-7 s 21-9 18-4 22-0 s 20-10 17-7 19-8 s 19-4 16-4

1125S162-68 50 24 60-2 47-9 41-8 33-1 28-11 24-4 30-1 26-3 22-2 27-11 24-4 20-6 26-3 22-11 19-4 24-11 21-9 18-4 23-10 20-10 17-7 22-2 19-4 16-4

1125S200-68 33 12 78-3 62-1 54-3 43-0 37-7 31-8 39-1 34-2 28-10 36-4 31-8 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-2

1125S200-68 50 12 78-3 62-1 54-3 43-0 37-7 31-8 39-1 34-2 28-10 36-4 31-8 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-2

1125S200-68 33 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 25-3 s 22-10 19-3

1125S200-68 50 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3

1125S200-68 33 24 62-1 49-3 43-0 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-2 26-8 s 23-8 19-11 24-8 s 22-6 18-11 23-1 s 21-6 18-2 20-8 s 19-11 16-10

1125S200-68 50 24 62-1 49-3 43-0 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-2 27-1 23-8 19-11 25-9 22-6 18-11 24-7 21-6 18-2 22-10 19-11 16-10

1125S250-68 33 12 81-11 65-0 56-9 45-1 39-4 33-2 40-11 35-9 30-2 38-0 33-2 28-0 35-9 31-3 26-4 33-11 29-8 25-0 32-6 28-4 23-11 30-2 26-4 22-2

1125S250-68 50 12 81-11 65-0 56-9 45-1 39-4 33-2 40-11 35-9 30-2 38-0 33-2 28-0 35-9 31-3 26-4 33-11 29-8 25-0 32-6 28-4 23-11 30-2 26-4 22-2

1125S250-68 33 16 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-4 23-11 30-10 26-11 22-9 29-6 25-9 21-9 26-8 s 23-11 20-2

1125S250-68 50 16 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-4 23-11 30-10 26-11 22-9 29-6 25-9 21-9 27-5 23-11 20-2

1125S250-68 33 24 65-0 51-7 45-1 35-9 31-3 26-4 32-6 28-4 23-11 30-2 26-4 22-2 28-2 s 24-9 20-11 26-1 s 23-6 19-10 24-4 s 22-6 19-0 21-10 s 20-11 17-7

1125S250-68 50 24 65-0 51-7 45-1 35-9 31-3 26-4 32-6 28-4 23-11 30-2 26-4 22-2 28-4 24-9 20-11 26-11 23-6 19-10 25-9 22-6 19-0 23-11 20-11 17-7

1125S300-68 33 12 85-3 67-8 59-1 46-11 40-11 34-6 42-7 37-2 31-4 39-6 34-6 29-1 37-2 32-6 27-5 35-4 30-10 26-0 33-10 29-6 24-11 31-4 27-5 23-1

1125S300-68 50 12 85-1 67-7 59-0 46-10 40-11 34-6 42-6 37-2 31-4 39-6 34-6 29-1 37-2 32-5 27-4 35-4 30-10 26-0 33-9 29-6 24-10 31-4 27-4 23-1

1125S300-68 33 16 77-5 61-5 53-8 42-7 37-2 31-4 38-8 33-10 28-6 35-11 31-4 26-5 33-10 29-6 24-11 32-1 28-0 23-8 30-8 26-10 22-7 27-7 s 24-11 21-0

1125S300-68 50 16 77-4 61-4 53-7 42-6 37-2 31-4 38-8 33-9 28-6 35-10 31-4 26-5 33-9 29-6 24-10 32-1 28-0 23-7 30-8 26-9 22-7 28-6 24-10 21-0

1125S300-68 33 24 67-8 53-8 46-11 37-2 32-6 27-5 33-10 29-6 24-11 31-4 27-5 23-1 29-1 s 25-9 21-9 26-11 s 24-6 20-8 25-2 s 23-5 19-9 22-6 s 21-9 18-4

1125S300-68 50 24 67-7 53-7 46-10 37-2 32-5 27-4 33-9 29-6 24-10 31-4 27-4 23-1 29-6 25-9 21-9 28-0 24-6 20-7 26-9 23-5 19-9 24-10 21-9 18-4

1125S162-97 33 12 84-8 67-2 58-8 46-7 40-8 34-4 42-4 37-0 31-2 39-3 34-4 28-11 37-0 32-3 27-3 35-1 30-8 25-10 33-7 29-4 24-9 31-2 27-3 22-11

1125S162-97 50 12 84-8 67-2 58-8 46-7 40-8 34-4 42-4 37-0 31-2 39-3 34-4 28-11 37-0 32-3 27-3 35-1 30-8 25-10 33-7 29-4 24-9 31-2 27-3 22-11

1125S162-97 33 16 76-11 61-1 53-4 42-4 37-0 31-2 38-5 33-7 28-4 35-8 31-2 26-3 33-7 29-4 24-9 31-11 27-10 23-6 30-6 26-8 22-6 28-4 24-9 20-10

1125S162-97 50 16 76-11 61-1 53-4 42-4 37-0 31-2 38-5 33-7 28-4 35-8 31-2 26-3 33-7 29-4 24-9 31-11 27-10 23-6 30-6 26-8 22-6 28-4 24-9 20-10

1125S162-97 33 24 67-2 53-4 46-7 37-0 32-3 27-3 33-7 29-4 24-9 31-2 27-3 22-11 29-4 25-7 21-7 27-10 s 24-4 20-6 26-0 s 23-3 19-7 23-3 s 21-7 18-3

1125S162-97 50 24 67-2 53-4 46-7 37-0 32-3 27-3 33-7 29-4 24-9 31-2 27-3 22-11 29-4 25-7 21-7 27-10 24-4 20-6 26-8 23-3 19-7 24-9 21-7 18-3

1125S200-97 33 12 87-6 69-5 60-8 48-1 42-0 35-5 43-9 38-2 32-2 40-7 35-5 29-11 38-2 33-4 28-1 36-3 31-8 26-9 34-8 30-4 25-7 32-2 28-1 23-9

1125S200-97 50 12 87-6 69-5 60-8 48-1 42-0 35-5 43-9 38-2 32-2 40-7 35-5 29-11 38-2 33-4 28-1 36-3 31-8 26-9 34-8 30-4 25-7 32-2 28-1 23-9

1125S200-97 33 16 79-6 63-1 55-1 43-9 38-2 32-2 39-9 34-8 29-3 36-10 32-2 27-2 34-8 30-4 25-7 32-11 28-9 24-3 31-6 27-6 23-3 29-3 25-7 21-7

1125S200-97 50 16 79-6 63-1 55-1 43-9 38-2 32-2 39-9 34-8 29-3 36-10 32-2 27-2 34-8 30-4 25-7 32-11 28-9 24-3 31-6 27-6 23-3 29-3 25-7 21-7

1125S200-97 33 24 69-5 55-1 48-1 38-2 33-4 28-1 34-8 30-4 25-7 32-2 28-1 23-9 30-4 26-6 22-4 28-9 25-2 21-2 27-4 s 24-0 20-3 24-5 s 22-4 18-10

1125S200-97 50 24 69-5 55-1 48-1 38-2 33-4 28-1 34-8 30-4 25-7 32-2 28-1 23-9 30-4 26-6 22-4 28-9 25-2 21-2 27-6 24-0 20-3 25-7 22-4 18-10

1125S250-97 33 12 91-8 72-9 63-6 50-5 44-0 37-2 45-10 40-0 33-9 42-6 37-2 31-4 40-0 34-11 29-6 38-0 33-2 28-0 36-4 31-9 26-9 33-9 29-6 24-10

1125S250-97 50 12 91-8 72-9 63-6 50-5 44-0 37-2 45-10 40-0 33-9 42-6 37-2 31-4 40-0 34-11 29-6 38-0 33-2 28-0 36-4 31-9 26-9 33-9 29-6 24-10

1125S250-97 33 16 83-3 66-1 57-8 45-10 40-0 33-9 41-7 36-4 30-8 38-7 33-9 28-5 36-4 31-9 26-9 34-6 30-2 25-5 33-0 28-10 24-4 30-8 26-9 22-7

1125S250-97 50 16 83-3 66-1 57-8 45-10 40-0 33-9 41-7 36-4 30-8 38-7 33-9 28-5 36-4 31-9 26-9 34-6 30-2 25-5 33-0 28-10 24-4 30-8 26-9 22-7

1125S250-97 33 24 72-9 57-8 50-5 40-0 34-11 29-6 36-4 31-9 26-9 33-9 29-6 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-2 s 23-4 19-8

1125S250-97 50 24 72-9 57-8 50-5 40-0 34-11 29-6 36-4 31-9 26-9 33-9 29-6 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-9 23-4 19-8

1125S300-97 33 12 95-5 75-9 66-2 52-6 45-10 38-8 47-8 41-8 35-1 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-10 35-1 30-8 25-10

1125S300-97 50 12 95-5 75-9 66-2 52-6 45-10 38-8 47-8 41-8 35-1 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-10 35-1 30-8 25-10

1125S300-97 33 16 86-8 68-9 60-1 47-8 41-8 35-1 43-4 37-10 31-11 40-2 35-1 29-7 37-10 33-1 27-10 35-11 31-5 26-6 34-4 30-0 25-4 31-11 27-10 23-6

1125S300-97 50 16 86-8 68-9 60-1 47-8 41-8 35-1 43-4 37-10 31-11 40-2 35-1 29-7 37-10 33-1 27-10 35-11 31-5 26-6 34-4 30-0 25-4 31-11 27-10 23-6

1125S300-97 33 24 75-9 60-1 52-6 41-8 36-5 30-8 37-10 33-1 27-10 35-1 30-8 25-10 33-1 28-10 24-4 31-5 27-5 23-1 30-0 26-3 22-1 27-8 s 24-4 20-6

1125S300-97 50 24 75-9 60-1 52-6 41-8 36-5 30-8 37-10 33-1 27-10 35-1 30-8 25-10 33-1 28-10 24-4 31-5 27-5 23-1 30-0 26-3 22-1 27-10 24-4 20-6








1200S162-33 33 12 54-0 s 48-7 42-5 31-2 s 29-5 24-9 27-0 s 26-8 22-6 24-1 s 24-1 s 20-11 22-0 s 22-0 s 19-8 20-4 s 20-4 s 18-8 19-1 s 19-1 s 17-10 17-0 s 17-0 s 16-7






1200S137-43 33 12 62-4 s 52-10 46-2 36-0 s 32-0 27-0 31-2 s 29-1 24-6 27-10 s 27-0 22-9 25-5 s 25-4 21-5 23-7 s 23-7 s 20-4 22-0 s 22-0 s 19-5 19-8 s 19-8 s 18-0

1200S137-43 33 16 54-0 s 48-0 41-11 31-2 s 29-1 24-6 27-0 s 26-5 22-3 24-2 s 24-2 s 20-8 22-0 s 22-0 s 19-5 20-5 s 20-5 s 18-5 19-1 s 19-1 s 17-8 17-1 s 17-1 s 16-5


1200S162-43 33 12 66-4 s 54-5 47-7 37-9 33-0 27-10 33-2 s 29-11 25-3 29-8 s 27-10 23-5 27-1 s 26-2 22-1 25-0 s 24-10 20-11 23-5 s 23-5 s 20-0 20-11 s 20-11 s 18-7

1200S162-43 33 16 57-5 s 49-6 43-2 33-2 s 29-11 25-3 28-8 s 27-2 22-11 25-8 s 25-3 21-3 23-5 s 23-5 s 20-0 21-8 s 21-8 s 19-0 20-3 s 20-3 s 18-2 18-2 s 18-2 s 16-11


1200S200-43 33 12 65-7 s 56-6 49-5 37-10 s 34-3 28-10 32-9 s 31-1 26-3 29-4 s 28-10 24-4 26-9 s 26-9 s 22-11 24-9 s 24-9 s 21-9 23-2 s 23-2 s 20-10 20-9 s 20-9 s 19-4

1200S200-43 33 16 56-10 s 51-4 44-10 32-9 s 31-1 26-3 28-5 s 28-3 23-10 25-5 s 25-5 s 22-1 23-2 s 23-2 s 20-10 21-5 s 21-5 s 19-9 20-1 s 20-1 s 18-11 17-11 s 17-11 s 17-6


1200S250-43 33 12 70-11 s 59-1 51-7 40-11 s 35-9 30-2 35-5 s 32-6 27-5 31-8 s 30-2 25-5 28-11 s 28-5 23-11 26-9 s 26-9 s 22-9 25-0 s 25-0 s 21-9 22-5 s 22-5 s 20-2

1200S250-43 33 16 61-5 s 53-8 46-11 35-5 s 32-6 27-5 30-8 s 29-6 24-11 27-5 s 27-5 23-1 25-0 s 25-0 s 21-9 23-2 s 23-2 s 20-8 21-8 s 21-8 s 19-9 19-5 s 19-5 s 18-4


1200S300-43 33 12 75-1 s 61-5 53-8 42-7 37-2 31-4 37-6 s 33-9 28-6 33-7 s 31-4 26-5 30-8 s 29-6 24-10 28-4 s 28-0 23-7 26-6 s 26-6 s 22-7 23-9 s 23-9 s 21-0

1200S300-43 33 16 65-1 s 55-9 48-9 37-6 s 33-9 28-6 32-6 s 30-8 25-10 29-1 s 28-6 24-0 26-6 s 26-6 s 22-7 24-7 s 24-7 s 21-6 23-0 s 23-0 s 20-6 20-6 s 20-6 s 19-1


1200S137-54 33 12 72-0 57-2 49-11 39-7 34-7 29-2 36-0 31-5 26-6 33-2 s 29-2 24-7 30-3 s 27-5 23-2 28-0 s 26-1 22-0 26-2 s 24-11 21-0 23-5 s 23-2 19-6

1200S137-54 50 12 72-0 57-2 49-11 39-7 34-7 29-2 36-0 31-5 26-6 33-5 29-2 24-7 31-5 27-5 23-2 29-10 26-1 22-0 28-7 24-11 21-0 26-6 23-2 19-6

1200S137-54 33 16 64-3 s 51-11 45-4 36-0 31-5 26-6 32-1 s 28-7 24-1 28-8 s 26-6 22-4 26-2 s 24-11 21-0 24-3 s 23-8 20-0 22-8 s 22-8 19-1 20-3 s 20-3 s 17-9

1200S137-54 50 16 65-5 51-11 45-4 36-0 31-5 26-6 32-8 28-7 24-1 30-4 26-6 22-4 28-7 24-11 21-0 27-1 23-8 20-0 25-11 s 22-8 19-1 23-2 s 21-0 17-9

1200S137-54 33 24 52-5 s 45-4 39-7 30-3 s 27-5 23-2 26-2 s 24-11 21-0 23-5 s 23-2 19-6 21-5 s 21-5 s 18-4 19-9 s 19-9 s 17-5 18-6 s 18-6 s 16-8 16-7 s 16-7 s 15-6

1200S137-54 50 24 57-2 45-4 39-7 31-5 27-5 23-2 28-7 24-11 21-0 26-6 23-2 19-6 24-5 s 21-9 18-4 22-7 s 20-8 17-5 21-2 s 19-9 16-8 18-11 s 18-4 15-6

1200S162-54 33 12 74-4 59-0 51-6 40-11 35-9 30-1 37-2 32-5 27-4 34-6 30-1 25-5 32-0 s 28-4 23-11 29-7 s 26-11 22-8 27-8 s 25-9 21-9 24-9 s 23-11 20-2

1200S162-54 50 12 74-4 59-0 51-6 40-11 35-9 30-1 37-2 32-5 27-4 34-6 30-1 25-5 32-5 28-4 23-11 30-10 26-11 22-8 29-6 25-9 21-9 27-4 23-11 20-2

1200S162-54 33 16 67-7 53-7 46-10 37-2 32-5 27-4 33-9 29-6 24-10 30-4 s 27-4 23-1 27-8 s 25-9 21-9 25-7 s 24-5 20-7 24-0 s 23-5 19-9 21-5 s 21-5 s 18-4

1200S162-54 50 16 67-7 53-7 46-10 37-2 32-5 27-4 33-9 29-6 24-10 31-4 27-4 23-1 29-6 25-9 21-9 28-0 24-5 20-7 26-9 23-5 19-9 24-7 s 21-9 18-4

1200S162-54 33 24 55-5 s 46-10 40-11 32-0 s 28-4 23-11 27-8 s 25-9 21-9 24-9 s 23-11 20-2 22-7 s 22-6 19-0 20-11 s 20-11 s 18-0 19-7 s 19-7 s 17-3 17-6 s 17-6 s 16-0

1200S162-54 50 24 59-0 46-10 40-11 32-5 28-4 23-11 29-6 25-9 21-9 27-4 23-11 20-2 25-9 22-6 19-0 24-0 s 21-4 18-0 22-5 s 20-5 17-3 20-1 s 19-0 16-0

1200S200-54 33 12 76-8 60-10 53-2 42-2 36-10 31-1 38-4 33-6 28-3 35-7 31-1 26-2 32-11 s 29-3 24-8 30-6 s 27-9 23-5 28-6 s 26-7 22-5 25-6 s 24-8 20-9

1200S200-54 50 12 76-8 60-10 53-2 42-2 36-10 31-1 38-4 33-6 28-3 35-7 31-1 26-2 33-6 29-3 24-8 31-9 27-9 23-5 30-5 26-7 22-5 28-0 s 24-8 20-9

1200S200-54 33 16 69-8 55-3 48-3 38-4 33-6 28-3 34-10 30-5 25-8 31-3 s 28-3 23-10 28-6 s 26-7 22-5 26-5 s 25-3 21-3 24-8 s 24-1 20-4 22-1 s 22-1 s 18-11

1200S200-54 50 16 69-8 55-3 48-3 38-4 33-6 28-3 34-10 30-5 25-8 32-4 28-3 23-10 30-5 26-7 22-5 28-11 25-3 21-3 27-1 s 24-1 20-4 24-2 s 22-5 18-11

1200S200-54 33 24 57-1 s 48-3 42-2 32-11 s 29-3 24-8 28-6 s 26-7 22-5 25-6 s 24-8 20-9 23-3 s 23-2 19-7 21-7 s 21-7 s 18-7 20-2 s 20-2 s 17-9 18-0 s 18-0 s 16-6

1200S200-54 50 24 60-10 48-3 42-2 33-6 29-3 24-8 30-5 26-7 22-5 28-0 s 24-8 20-9 25-6 s 23-2 19-7 23-7 s 22-0 18-7 22-1 s 21-1 17-9 19-9 s 19-7 16-6

1200S250-54 33 12 80-2 63-7 55-7 44-1 38-6 32-6 40-1 35-0 29-6 37-2 32-6 27-5 34-3 s 30-7 25-9 31-8 s 29-0 24-6 29-8 s 27-9 23-5 26-6 s 25-9 21-9

1200S250-54 50 12 80-2 63-7 55-7 44-1 38-6 32-6 40-1 35-0 29-6 37-2 32-6 27-5 35-0 30-7 25-9 33-3 29-0 24-6 31-9 27-9 23-5 29-6 25-9 21-9

1200S250-54 33 16 72-8 s 57-9 50-6 40-1 35-0 29-6 36-4 s 31-9 26-10 32-6 s 29-6 24-10 29-8 s 27-9 23-5 27-5 s 26-4 22-3 25-8 s 25-3 21-3 22-11 s 22-11 s 19-9

1200S250-54 50 16 72-10 57-9 50-6 40-1 35-0 29-6 36-5 31-9 26-10 33-9 29-6 24-10 31-9 27-9 23-5 30-2 26-4 22-3 28-10 25-3 21-3 25-10 s 23-5 19-9

1200S250-54 33 24 59-4 s 50-6 44-1 34-3 s 30-7 25-9 29-8 s 27-9 23-5 26-6 s 25-9 21-9 24-2 s 24-2 s 20-5 22-5 s 22-5 s 19-5 20-11 s 20-11 s 18-7 18-9 s 18-9 s 17-3

1200S250-54 50 24 63-7 50-6 44-1 35-0 30-7 25-9 31-9 27-9 23-5 29-6 25-9 21-9 27-3 s 24-3 20-5 25-3 s 23-0 19-5 23-7 s 22-0 18-7 21-1 s 20-5 17-3

1200S300-54 33 12 83-3 66-1 57-9 45-10 40-0 33-9 41-7 36-4 30-8 38-8 33-9 28-5 36-1 s 31-9 26-9 33-5 s 30-2 25-5 31-3 s 28-10 24-4 27-11 s 26-9 22-7

1200S300-54 50 12 83-1 65-11 57-7 45-8 39-11 33-8 41-6 36-3 30-7 38-7 33-8 28-5 36-3 31-8 26-9 34-5 30-1 25-4 32-11 28-9 24-3 30-7 26-9 22-6

1200S300-54 33 16 75-8 60-1 52-5 41-7 36-4 30-8 37-10 33-0 27-10 34-3 s 30-8 25-10 31-3 s 28-10 24-4 28-11 s 27-5 23-1 27-1 s 26-2 22-1 24-2 s 24-2 s 20-6

1200S300-54 50 16 75-6 59-11 52-4 41-6 36-3 30-7 37-9 32-11 27-9 35-0 30-7 25-9 32-11 28-9 24-3 31-4 27-4 23-1 29-11 26-2 22-1 27-2 s 24-3 20-6

1200S300-54 33 24 62-6 s 52-5 45-10 36-1 s 31-9 26-9 31-3 s 28-10 24-4 27-11 s 26-9 22-7 25-6 s 25-2 21-3 23-7 s 23-7 s 20-2 22-1 s 22-1 s 19-4 19-9 s 19-9 s 17-11

1200S300-54 50 24 65-11 52-4 45-8 36-3 31-8 26-9 32-11 28-9 24-3 30-7 26-9 22-6 28-8 s 25-2 21-2 26-6 s 23-10 20-2 24-9 s 22-10 19-3 22-2 s 21-2 17-10





1200S137-68 33 12 77-6 61-6 53-8 42-7 37-3 31-5 38-9 33-10 28-6 35-11 31-5 26-6 33-10 29-6 24-11 32-1 28-1 23-8 30-9 26-10 22-7 27-11 s 24-11 21-0

1200S137-68 50 12 77-6 61-6 53-8 42-7 37-3 31-5 38-9 33-10 28-6 35-11 31-5 26-6 33-10 29-6 24-11 32-1 28-1 23-8 30-9 26-10 22-7 28-6 24-11 21-0

1200S137-68 33 16 70-5 55-10 48-9 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-0 30-9 26-10 22-7 28-10 s 25-6 21-6 27-0 s 24-4 20-7 24-2 s 22-7 19-1

1200S137-68 50 16 70-5 55-10 48-9 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-0 30-9 26-10 22-7 29-2 25-6 21-6 27-11 24-4 20-7 25-11 22-7 19-1

1200S137-68 33 24 61-6 48-9 42-7 33-10 29-6 24-11 30-9 26-10 22-7 27-11 s 24-11 21-0 25-5 s 23-5 19-9 23-7 s 22-3 18-9 22-0 s 21-3 17-11 19-8 s 19-8 s 16-8

1200S137-68 50 24 61-6 48-9 42-7 33-10 29-6 24-11 30-9 26-10 22-7 28-6 24-11 21-0 26-10 23-5 19-9 25-6 22-3 18-9 24-4 21-3 17-11 22-7 19-9 16-8

1200S162-68 33 12 80-0 63-6 55-6 44-0 38-5 32-5 40-0 34-11 29-5 37-1 32-5 27-4 34-11 30-6 25-9 33-2 29-0 24-5 31-9 27-9 23-4 29-3 s 25-9 21-8

1200S162-68 50 12 80-0 63-6 55-6 44-0 38-5 32-5 40-0 34-11 29-5 37-1 32-5 27-4 34-11 30-6 25-9 33-2 29-0 24-5 31-9 27-9 23-4 29-5 25-9 21-8

1200S162-68 33 16 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-4 s 25-2 21-3 25-4 s 23-4 19-8

1200S162-68 50 16 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-9 23-4 19-8

1200S162-68 33 24 63-6 50-5 44-0 34-11 30-6 25-9 31-9 27-9 23-4 29-3 s 25-9 21-8 26-9 s 24-2 20-5 24-9 s 23-0 19-5 23-2 s 22-0 18-6 20-8 s 20-5 17-3

1200S162-68 50 24 63-6 50-5 44-0 34-11 30-6 25-9 31-9 27-9 23-4 29-5 25-9 21-8 27-9 24-2 20-5 26-4 23-0 19-5 25-2 22-0 18-6 23-4 20-5 17-3

1200S200-68 33 12 82-6 65-6 57-3 45-5 39-8 33-5 41-3 36-0 30-5 38-3 33-5 28-2 36-0 31-6 26-6 34-3 29-11 25-2 32-9 28-7 24-1 30-5 26-6 22-4

1200S200-68 50 12 82-6 65-6 57-3 45-5 39-8 33-5 41-3 36-0 30-5 38-3 33-5 28-2 36-0 31-6 26-6 34-3 29-11 25-2 32-9 28-7 24-1 30-5 26-6 22-4

1200S200-68 33 16 75-0 59-6 52-0 41-3 36-0 30-5 37-6 32-9 27-7 34-9 30-5 25-7 32-9 28-7 24-1 31-1 27-2 22-11 29-8 s 26-0 21-11 26-6 s 24-1 20-4

1200S200-68 50 16 75-0 59-6 52-0 41-3 36-0 30-5 37-6 32-9 27-7 34-9 30-5 25-7 32-9 28-7 24-1 31-1 27-2 22-11 29-9 26-0 21-11 27-7 24-1 20-4

1200S200-68 33 24 65-6 52-0 45-5 36-0 31-6 26-6 32-9 28-7 24-1 30-5 26-6 22-4 27-11 s 25-0 21-1 25-11 s 23-9 20-0 24-2 s 22-8 19-1 21-8 s 21-1 17-9

1200S200-68 50 24 65-6 52-0 45-5 36-0 31-6 26-6 32-9 28-7 24-1 30-5 26-6 22-4 28-7 25-0 21-1 27-2 23-9 20-0 26-0 22-8 19-1 24-1 21-1 17-9

1200S250-68 33 12 86-4 68-6 59-10 47-6 41-6 35-0 43-2 37-8 31-9 40-0 35-0 29-6 37-8 32-11 27-9 35-9 31-3 26-4 34-3 29-11 25-2 31-9 27-9 23-5

1200S250-68 50 12 86-4 68-6 59-10 47-6 41-6 35-0 43-2 37-8 31-9 40-0 35-0 29-6 37-8 32-11 27-9 35-9 31-3 26-4 34-3 29-11 25-2 31-9 27-9 23-5

1200S250-68 33 16 78-5 62-3 54-4 43-2 37-8 31-9 39-2 34-3 28-10 36-4 31-9 26-9 34-3 29-11 25-2 32-6 28-5 23-11 31-1 27-2 22-11 28-0 s 25-2 21-3

1200S250-68 50 16 78-5 62-3 54-4 43-2 37-8 31-9 39-2 34-3 28-10 36-4 31-9 26-9 34-3 29-11 25-2 32-6 28-5 23-11 31-1 27-2 22-11 28-10 25-2 21-3

1200S250-68 33 24 68-6 54-4 47-6 37-8 32-11 27-9 34-3 29-11 25-2 31-9 27-9 23-5 29-6 s 26-1 22-0 27-4 s 24-10 20-11 25-6 s 23-9 20-0 22-10 s 22-0 18-7

1200S250-68 50 24 68-6 54-4 47-6 37-8 32-11 27-9 34-3 29-11 25-2 31-9 27-9 23-5 29-11 26-1 22-0 28-5 24-10 20-11 27-2 23-9 20-0 25-0 s 22-0 18-7

1200S300-68 33 12 89-9 71-2 62-2 49-4 43-1 36-4 44-10 39-2 33-0 41-7 36-4 30-8 39-2 34-3 28-10 37-2 32-6 27-5 35-7 31-1 26-2 33-0 28-10 24-4

1200S300-68 50 12 89-9 71-2 62-2 49-4 43-1 36-4 44-10 39-2 33-0 41-7 36-4 30-8 39-2 34-3 28-10 37-2 32-6 27-5 35-7 31-1 26-2 33-0 28-10 24-4

1200S300-68 33 16 81-6 64-8 56-6 44-10 39-2 33-0 40-9 35-7 30-0 37-10 33-0 27-10 35-7 31-1 26-2 33-10 29-6 24-11 32-2 s 28-3 23-10 28-9 s 26-2 22-1

1200S300-68 50 16 81-6 64-8 56-6 44-10 39-2 33-0 40-9 35-7 30-0 37-10 33-0 27-10 35-7 31-1 26-2 33-10 29-6 24-11 32-4 28-3 23-10 30-0 26-2 22-1

1200S300-68 33 24 71-2 56-6 49-4 39-2 34-3 28-10 35-7 31-1 26-2 33-0 28-10 24-4 30-4 s 27-2 22-11 28-1 s 25-9 21-9 26-3 s 24-8 20-9 23-6 s 22-11 19-4

1200S300-68 50 24 71-2 56-6 49-4 39-2 34-3 28-10 35-7 31-1 26-2 33-0 28-10 24-4 31-1 27-2 22-11 29-6 25-9 21-9 28-3 24-8 20-9 26-2 22-11 19-4

1200S162-97 33 12 89-5 71-0 62-0 49-3 43-0 36-3 44-8 39-1 32-11 41-6 36-3 30-7 39-1 34-1 28-9 37-1 32-5 27-4 35-6 31-0 26-2 32-11 28-9 24-3

1200S162-97 50 12 89-5 71-0 62-0 49-3 43-0 36-3 44-8 39-1 32-11 41-6 36-3 30-7 39-1 34-1 28-9 37-1 32-5 27-4 35-6 31-0 26-2 32-11 28-9 24-3

1200S162-97 33 16 81-3 64-6 56-4 44-8 39-1 32-11 40-7 35-6 29-11 37-8 32-11 27-9 35-6 31-0 26-2 33-8 29-5 24-10 32-3 28-2 23-9 29-11 26-2 22-0

1200S162-97 50 16 81-3 64-6 56-4 44-8 39-1 32-11 40-7 35-6 29-11 37-8 32-11 27-9 35-6 31-0 26-2 33-8 29-5 24-10 32-3 28-2 23-9 29-11 26-2 22-0

1200S162-97 33 24 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-3 s 25-8 21-8 27-4 s 24-7 20-9 24-5 s 22-10 19-3

1200S162-97 50 24 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-5 25-8 21-8 28-2 24-7 20-9 26-2 22-10 19-3

1200S200-97 33 12 92-4 73-3 64-0 50-9 44-4 37-5 46-2 40-4 34-0 42-10 37-5 31-6 40-4 35-2 29-8 38-3 33-5 28-2 36-7 32-0 27-0 34-0 29-8 25-0

1200S200-97 50 12 92-4 73-3 64-0 50-9 44-4 37-5 46-2 40-4 34-0 42-10 37-5 31-6 40-4 35-2 29-8 38-3 33-5 28-2 36-7 32-0 27-0 34-0 29-8 25-0

1200S200-97 33 16 83-10 66-7 58-2 46-2 40-4 34-0 41-11 36-7 30-10 38-11 34-0 28-8 36-7 32-0 27-0 34-9 30-4 25-7 33-3 29-1 24-6 30-10 27-0 22-9

1200S200-97 50 16 83-10 66-7 58-2 46-2 40-4 34-0 41-11 36-7 30-10 38-11 34-0 28-8 36-7 32-0 27-0 34-9 30-4 25-7 33-3 29-1 24-6 30-10 27-0 22-9

1200S200-97 33 24 73-3 58-2 50-9 40-4 35-2 29-8 36-7 32-0 27-0 34-0 29-8 25-0 32-0 27-11 23-7 30-4 26-6 22-4 28-8 s 25-4 21-5 25-8 s 23-7 19-10

1200S200-97 50 24 73-3 58-2 50-9 40-4 35-2 29-8 36-7 32-0 27-0 34-0 29-8 25-0 32-0 27-11 23-7 30-4 26-6 22-4 29-1 25-4 21-5 27-0 23-7 19-10

1200S250-97 33 12 96-7 76-8 66-11 53-1 46-5 39-2 48-3 42-2 35-7 44-10 39-2 33-0 42-2 36-10 31-1 40-1 35-0 29-6 38-4 33-5 28-2 35-7 31-1 26-2

1200S250-97 50 12 96-7 76-8 66-11 53-1 46-5 39-2 48-3 42-2 35-7 44-10 39-2 33-0 42-2 36-10 31-1 40-1 35-0 29-6 38-4 33-5 28-2 35-7 31-1 26-2

1200S250-97 33 16 87-9 69-8 60-10 48-3 42-2 35-7 43-10 38-4 32-4 40-8 35-7 30-0 38-4 33-5 28-2 36-5 31-9 26-10 34-10 30-5 25-7 32-4 28-2 23-9

1200S250-97 50 16 87-9 69-8 60-10 48-3 42-2 35-7 43-10 38-4 32-4 40-8 35-7 30-0 38-4 33-5 28-2 36-5 31-9 26-10 34-10 30-5 25-7 32-4 28-2 23-9

1200S250-97 33 24 76-8 60-10 53-1 42-2 36-10 31-1 38-4 33-5 28-2 35-7 31-1 26-2 33-5 29-3 24-8 31-9 27-9 23-5 30-5 26-6 22-5 27-5 s 24-8 20-9

1200S250-97 50 24 76-8 60-10 53-1 42-2 36-10 31-1 38-4 33-5 28-2 35-7 31-1 26-2 33-5 29-3 24-8 31-9 27-9 23-5 30-5 26-6 22-5 28-2 24-8 20-9

1200S300-97 33 12 100-5 79-9 69-8 55-3 48-3 40-8 50-2 43-10 37-0 46-7 40-8 34-4 43-10 38-4 32-4 41-8 36-5 30-8 39-10 34-10 29-4 37-0 32-4 27-3

1200S300-97 50 12 100-5 79-9 69-8 55-3 48-3 40-8 50-2 43-10 37-0 46-7 40-8 34-4 43-10 38-4 32-4 41-8 36-5 30-8 39-10 34-10 29-4 37-0 32-4 27-3

1200S300-97 33 16 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 36-2 31-7 26-8 33-7 29-4 24-9

1200S300-97 50 16 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 36-2 31-7 26-8 33-7 29-4 24-9

1200S300-97 33 24 79-9 63-3 55-3 43-10 38-4 32-4 39-10 34-10 29-4 37-0 32-4 27-3 34-10 30-5 25-8 33-1 28-10 24-4 31-7 27-7 23-3 28-11 s 25-8 21-7

1200S300-97 50 24 79-9 63-3 55-3 43-10 38-4 32-4 39-10 34-10 29-4 37-0 32-4 27-3 34-10 30-5 25-8 33-1 28-10 24-4 31-7 27-7 23-3 29-4 25-8 21-7






1400S137-33 33 16 47-5 s 47-5 s 41-7 27-4 s 27-4 s 24-3 23-8 s 23-8 s 22-1 21-2 s 21-2 s 20-6 19-4 s 19-4 s 19-3 17-11 s 17-11 s 17-11 s 16-9 s 16-9 s 16-9 s 14-11 s 14-11 s 14-11 s

1400S137-33 33 24 38-8 s 38-8 s 36-3 22-4 s 22-4 s 21-2 19-4 s 19-4 s 19-3 17-3 s 17-3 s 17-3 s 15-9 s 15-9 s 15-9 s 14-7 s 14-7 s 14-7 s 13-8 s 13-8 s 13-8 s 12-2 s 12-2 s 12-2 s







1400S137-43 33 12 67-1 s 58-9 51-4 38-9 s 35-7 30-0 33-6 s 32-4 27-3 30-0 s 30-0 s 25-4 27-4 s 27-4 s 23-10 25-4 s 25-4 s 22-7 23-8 s 23-8 s 21-7 21-2 s 21-2 s 20-1



1400S162-43 33 12 71-4 s 60-8 53-0 41-2 s 36-9 31-0 35-8 s 33-4 28-2 31-11 s 31-0 26-1 29-1 s 29-1 s 24-7 26-11 s 26-11 s 23-4 25-2 s 25-2 s 22-4 22-6 s 22-6 s 20-9

1400S162-43 33 16 61-10 s 55-1 48-2 35-8 s 33-4 28-2 30-11 s 30-4 25-7 27-7 s 27-7 s 23-9 25-2 s 25-2 s 22-4 23-4 s 23-4 s 21-2 21-10 s 21-10 s 20-3 19-6 s 19-6 s 18-10


1400S200-43 33 12 70-8 s 63-2 55-2 40-10 s 38-3 32-3 35-4 s 34-9 29-3 31-7 s 31-7 s 27-2 28-10 s 28-10 s 25-7 26-8 s 26-8 s 24-4 25-0 s 25-0 s 23-3 22-4 s 22-4 s 21-7



1400S250-43 33 12 76-5 s 65-11 57-7 44-1 s 39-11 33-8 38-2 s 36-3 30-7 34-2 s 33-8 28-4 31-2 s 31-2 s 26-8 28-10 s 28-10 s 25-4 27-0 s 27-0 s 24-3 24-2 s 24-2 s 22-6

1400S250-43 33 16 66-2 s 59-10 52-3 38-2 s 36-3 30-7 33-1 s 32-11 27-9 29-7 s 29-7 s 25-9 27-0 s 27-0 s 24-3 25-0 s 25-0 s 23-0 23-4 s 23-4 s 22-0 20-11 s 20-11 s 20-5


1400S300-43 33 12 81-0 s 68-6 59-10 46-9 s 41-6 35-0 40-6 s 37-8 31-9 36-3 s 35-0 29-6 33-1 s 32-11 27-9 30-7 s 30-7 s 26-4 28-7 s 28-7 s 25-2 25-7 s 25-7 s 23-5

1400S300-43 33 16 70-2 s 62-3 54-4 40-6 s 37-8 31-9 35-1 s 34-3 28-10 31-4 s 31-4 s 26-9 28-7 s 28-7 s 25-2 26-6 s 26-6 s 23-11 24-9 s 24-9 s 22-11 22-2 s 22-2 s 21-3


1400S137-54 33 12 79-4 s 65-4 57-0 45-3 39-6 33-4 39-8 s 35-11 30-3 35-5 s 33-4 28-1 32-4 s 31-4 26-5 29-11 s 29-10 25-1 28-0 s 28-0 s 24-0 25-1 s 25-1 s 22-4

1400S137-54 50 12 80-2 63-8 55-7 44-1 38-6 32-6 40-1 35-0 29-6 37-2 32-6 27-5 35-0 30-7 25-9 33-3 29-0 24-6 31-10 27-9 23-5 28-9 s 25-9 21-9

1400S137-54 33 16 68-8 s 59-4 51-10 39-8 s 35-11 30-3 34-4 s 32-8 27-6 30-8 s 30-3 25-6 28-0 s 28-0 s 24-0 25-11 s 25-11 s 22-10 24-3 s 24-3 s 21-10 21-8 s 21-8 s 20-3

1400S137-54 50 16 72-10 57-10 50-6 40-1 35-0 29-6 36-5 31-10 26-10 33-10 29-6 24-11 31-10 27-9 23-5 29-10 s 26-5 22-3 27-10 s 25-3 21-3 24-11 s 23-5 19-9


1400S137-54 50 24 63-8 50-6 44-1 35-0 30-7 25-9 31-10 27-9 23-5 28-9 s 25-9 21-9 26-3 s 24-3 20-5 24-4 s 23-0 19-5 22-9 s 22-0 18-7 20-4 s 20-4 s 17-3

1400S162-54 33 12 83-11 s 67-3 58-9 46-8 40-9 34-4 41-11 s 37-0 31-2 37-6 s 34-4 29-0 34-3 s 32-4 27-3 31-8 s 30-8 25-11 29-8 s 29-4 24-9 26-6 s 26-6 s 23-0

1400S162-54 50 12 82-9 65-8 57-4 45-6 39-9 33-6 41-4 36-1 30-5 38-5 33-6 28-3 36-1 31-7 26-7 34-4 30-0 25-3 32-10 28-8 24-2 30-5 26-7 22-5

1400S162-54 33 16 72-8 s 61-1 53-5 41-11 s 37-0 31-2 36-4 s 33-7 28-4 32-6 s 31-2 26-4 29-8 s 29-4 24-9 27-5 s 27-5 s 23-6 25-8 s 25-8 s 22-6 22-11 s 22-11 s 20-10

1400S162-54 50 16 75-2 59-8 52-1 41-4 36-1 30-5 37-7 32-10 27-8 34-10 30-5 25-8 32-10 28-8 24-2 31-2 27-3 22-11 29-7 s 26-0 21-11 26-5 s 24-2 20-4

1400S162-54 33 24 59-4 s 53-5 46-8 34-3 s 32-4 27-3 29-8 s 29-4 24-9 26-6 s 26-6 s 23-0 24-2 s 24-2 s 21-7 22-5 s 22-5 s 20-6 20-11 s 20-11 s 19-8 18-9 s 18-9 s 18-3

1400S162-54 50 24 65-8 52-1 45-6 36-1 31-7 26-7 32-10 28-8 24-2 30-5 26-7 22-5 27-11 s 25-0 21-1 25-10 s 23-9 20-1 24-2 s 22-9 19-2 21-7 s 21-1 17-10

1400S200-54 33 12 86-7 s 69-2 60-5 48-0 41-11 35-4 43-3 s 38-1 32-1 38-8 s 35-4 29-10 35-4 s 33-3 28-0 32-8 s 31-7 26-8 30-7 s 30-2 25-6 27-4 s 27-4 s 23-8

1400S200-54 50 12 86-3 68-5 59-9 47-5 41-5 34-11 43-1 37-8 31-9 40-0 34-11 29-6 37-8 32-11 27-9 35-9 31-3 26-4 33-8 s 29-10 25-2 30-2 s 27-9 23-5

1400S200-54 33 16 75-0 s 62-10 54-11 43-3 s 38-1 32-1 37-6 s 34-7 29-2 33-6 s 32-1 27-1 30-7 s 30-2 25-6 28-4 s 28-4 s 24-2 26-6 s 26-6 s 23-2 23-8 s 23-8 s 21-6

1400S200-54 50 16 78-4 62-2 54-4 43-1 37-8 31-9 39-2 34-2 28-10 36-4 31-9 26-9 33-8 s 29-10 25-2 31-2 s 28-4 23-11 29-2 s 27-2 22-11 26-1 s 25-2 21-3

1400S200-54 33 24 61-2 s 54-11 48-0 35-4 s 33-3 28-0 30-7 s 30-2 25-6 27-4 s 27-4 s 23-8 25-0 s 25-0 s 22-3 23-1 s 23-1 s 21-2 21-7 s 21-7 s 20-2 19-4 s 19-4 s 18-9

1400S200-54 50 24 67-5 s 54-4 47-5 37-8 32-11 27-9 33-8 s 29-10 25-2 30-2 s 27-9 23-5 27-6 s 26-1 22-0 25-5 s 24-9 20-11 23-10 s 23-8 20-0 21-3 s 21-3 s 18-7

1400S250-54 33 12 90-2 s 72-1 63-0 50-0 43-8 36-10 45-1 s 39-8 33-5 40-3 s 36-10 31-1 36-9 s 34-8 29-3 34-1 s 32-11 27-9 31-10 s 31-6 26-7 28-6 s 28-6 s 24-8

1400S250-54 50 12 90-0 71-5 62-5 49-6 43-3 36-6 45-0 39-4 33-2 41-9 36-6 30-9 39-4 34-4 28-11 37-4 32-7 27-6 35-8 31-2 26-3 32-2 s 28-11 24-5

1400S250-54 33 16 78-1 s 65-6 57-3 45-1 s 39-8 33-5 39-0 s 36-0 30-5 34-11 s 33-5 28-3 31-10 s 31-6 26-7 29-6 s 29-6 s 25-3 27-7 s 27-7 s 24-1 24-8 s 24-8 s 22-5

1400S250-54 50 16 81-9 64-11 56-8 45-0 39-4 33-2 40-10 35-8 30-1 37-11 33-2 27-11 35-8 31-2 26-3 33-4 s 29-7 25-0 31-2 s 28-4 23-11 27-10 s 26-3 22-2

1400S250-54 33 24 63-9 s 57-3 50-0 36-9 s 34-8 29-3 31-10 s 31-6 26-7 28-6 s 28-6 s 24-8 26-0 s 26-0 s 23-2 24-1 s 24-1 s 22-0 22-6 s 22-6 s 21-1 20-1 s 20-1 s 19-7

1400S250-54 50 24 71-5 56-8 49-6 39-4 34-4 28-11 35-8 31-2 26-3 32-2 s 28-11 24-5 29-5 s 27-3 23-0 27-2 s 25-10 21-10 25-5 s 24-9 20-10 22-9 s 22-9 s 19-4

1400S300-54 33 12 94-3 74-10 65-4 51-10 45-3 38-2 47-1 41-2 34-8 42-6 s 38-2 32-2 38-10 s 35-11 30-4 35-11 s 34-2 28-9 33-7 s 32-8 27-6 30-1 s 30-1 s 25-7

1400S300-54 50 12 93-6 74-2 64-10 51-5 44-11 37-11 46-9 40-10 34-5 43-4 37-11 31-11 40-10 35-8 30-1 38-9 33-10 28-7 37-1 32-5 27-4 33-10 s 30-1 25-4

1400S300-54 33 16 82-5 s 67-11 59-4 47-1 41-2 34-8 41-2 s 37-5 31-6 36-10 s 34-8 29-3 33-7 s 32-8 27-6 31-1 s 31-0 26-2 29-1 s 29-1 s 25-0 26-0 s 26-0 s 23-3

1400S300-54 50 16 84-11 67-5 58-10 46-9 40-10 34-5 42-5 37-1 31-3 39-5 34-5 29-0 37-1 32-5 27-4 35-0 s 30-9 25-11 32-9 s 29-5 24-10 29-4 s 27-4 23-0

1400S300-54 33 24 67-3 s 59-4 51-10 38-10 s 35-11 30-4 33-7 s 32-8 27-6 30-1 s 30-1 s 25-7 27-5 s 27-5 s 24-1 25-5 s 25-5 s 22-10 23-9 s 23-9 s 21-10 21-3 s 21-3 s 20-3

1400S300-54 50 24 74-2 58-10 51-5 40-10 35-8 30-1 37-1 32-5 27-4 33-10 s 30-1 25-4 30-11 s 28-3 23-10 28-7 s 26-10 22-8 26-9 s 25-8 21-8 23-11 s 23-10 20-1





1400S137-68 33 12 88-7 70-3 61-5 48-9 42-7 35-11 44-3 38-8 32-7 41-1 35-11 30-3 38-8 33-9 28-6 36-2 s 32-1 27-1 33-10 s 30-8 25-10 30-3 s 28-6 24-0

1400S137-68 50 12 88-7 70-3 61-5 48-9 42-7 35-11 44-3 38-8 32-7 41-1 35-11 30-3 38-8 33-9 28-6 36-9 32-1 27-1 35-1 30-8 25-10 32-7 28-6 24-0

1400S137-68 33 16 80-6 63-10 55-9 44-3 38-8 32-7 40-3 35-1 29-7 37-1 s 32-7 27-6 33-10 s 30-8 25-10 31-4 s 29-2 24-7 29-4 s 27-10 23-6 26-2 s 25-10 21-10

1400S137-68 50 16 80-6 63-10 55-9 44-3 38-8 32-7 40-3 35-1 29-7 37-4 32-7 27-6 35-1 30-8 25-10 33-4 29-2 24-7 31-11 27-10 23-6 29-7 25-10 21-10

1400S137-68 33 24 67-8 s 55-9 48-9 38-8 33-9 28-6 33-10 s 30-8 25-10 30-3 s 28-6 24-0 27-7 s 26-10 22-7 25-7 s 25-5 21-6 23-11 s 23-11 s 20-6 21-5 s 21-5 s 19-1

1400S137-68 50 24 70-3 55-9 48-9 38-8 33-9 28-6 35-1 30-8 25-10 32-7 28-6 24-0 30-8 26-10 22-7 29-2 25-5 21-6 27-5 s 24-4 20-6 24-6 s 22-7 19-1

1400S162-68 33 12 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 35-6 s 31-7 26-8 31-9 s 29-4 24-9

1400S162-68 50 12 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 36-2 31-7 26-8 33-7 29-4 24-9

1400S162-68 33 16 82-11 65-10 57-6 45-7 39-10 33-7 41-5 36-2 30-6 38-6 33-7 28-4 35-6 s 31-7 26-8 32-11 s 30-0 25-4 30-9 s 28-9 24-3 27-6 s 26-8 22-6

1400S162-68 50 16 82-11 65-10 57-6 45-7 39-10 33-7 41-5 36-2 30-6 38-6 33-7 28-4 36-2 31-7 26-8 34-5 30-0 25-4 32-11 28-9 24-3 30-6 26-8 22-6

1400S162-68 33 24 71-1 s 57-6 50-2 39-10 34-10 29-4 35-6 s 31-7 26-8 31-9 s 29-4 24-9 29-0 s 27-7 23-3 26-10 s 26-3 22-1 25-1 s 25-1 21-2 22-6 s 22-6 s 19-8

1400S162-68 50 24 72-5 57-6 50-2 39-10 34-10 29-4 36-2 31-7 26-8 33-7 29-4 24-9 31-7 27-7 23-3 30-0 26-3 22-1 28-9 25-1 21-2 25-11 s 23-3 19-8

1400S200-68 33 12 93-11 74-6 65-1 51-8 45-2 38-1 46-11 41-0 34-7 43-7 38-1 32-1 41-0 35-10 30-2 38-11 34-0 28-8 37-2 s 32-6 27-5 33-3 s 30-2 25-6

1400S200-68 50 12 93-11 74-6 65-1 51-8 45-2 38-1 46-11 41-0 34-7 43-7 38-1 32-1 41-0 35-10 30-2 38-11 34-0 28-8 37-3 32-6 27-5 34-7 30-2 25-6

1400S200-68 33 16 85-4 67-9 59-2 46-11 41-0 34-7 42-8 37-3 31-5 39-7 34-7 29-2 37-2 s 32-6 27-5 34-5 s 30-11 26-1 32-2 s 29-7 24-11 28-9 s 27-5 23-2

1400S200-68 50 16 85-4 67-9 59-2 46-11 41-0 34-7 42-8 37-3 31-5 39-7 34-7 29-2 37-3 32-6 27-5 35-5 30-11 26-1 33-10 29-7 24-11 31-5 27-5 23-2

1400S200-68 33 24 74-4 s 59-2 51-8 41-0 35-10 30-2 37-2 s 32-6 27-5 33-3 s 30-2 25-6 30-4 s 28-5 23-11 28-1 s 27-0 22-9 26-3 s 25-10 21-9 23-6 s 23-6 s 20-2

1400S200-68 50 24 74-6 59-2 51-8 41-0 35-10 30-2 37-3 32-6 27-5 34-7 30-2 25-6 32-6 28-5 23-11 30-11 27-0 22-9 29-7 25-10 21-9 26-5 s 23-11 20-2

1400S250-68 33 12 97-11 77-8 67-10 53-10 47-0 39-8 48-11 42-9 36-0 45-5 39-8 33-5 42-9 37-4 31-6 40-7 35-5 29-11 38-10 33-11 28-7 34-10 s 31-6 26-7

1400S250-68 50 12 97-11 77-8 67-10 53-10 47-0 39-8 48-11 42-9 36-0 45-5 39-8 33-5 42-9 37-4 31-6 40-7 35-5 29-11 38-10 33-11 28-7 36-0 31-6 26-7

1400S250-68 33 16 88-11 70-7 61-8 48-11 42-9 36-0 44-5 38-10 32-9 41-3 36-0 30-5 38-10 33-11 28-7 36-1 s 32-3 27-2 33-9 s 30-10 26-0 30-2 s 28-7 24-1

1400S250-68 50 16 88-11 70-7 61-8 48-11 42-9 36-0 44-5 38-10 32-9 41-3 36-0 30-5 38-10 33-11 28-7 36-11 32-3 27-2 35-3 30-10 26-0 32-9 28-7 24-1

1400S250-68 33 24 77-8 61-8 53-10 42-9 37-4 31-6 38-10 33-11 28-7 34-10 s 31-6 26-7 31-10 s 29-7 25-0 29-5 s 28-2 23-9 27-6 s 26-11 22-8 24-8 s 24-8 s 21-1

1400S250-68 50 24 77-8 61-8 53-10 42-9 37-4 31-6 38-10 33-11 28-7 36-0 31-6 26-7 33-11 29-7 25-0 32-1 s 28-2 23-9 30-0 s 26-11 22-8 26-10 s 25-0 21-1

1400S300-68 33 12 101-7 80-7 70-5 55-10 48-10 41-2 50-9 44-4 37-5 47-1 41-2 34-8 44-4 38-9 32-8 42-1 36-9 31-0 39-9 s 35-2 29-8 35-7 s 32-8 27-6

1400S300-68 50 12 101-7 80-7 70-5 55-10 48-10 41-2 50-9 44-4 37-5 47-1 41-2 34-8 44-4 38-9 32-8 42-1 36-9 31-0 40-3 35-2 29-8 37-5 32-8 27-6

1400S300-68 33 16 92-3 73-3 64-0 50-9 44-4 37-5 46-1 40-3 34-0 42-10 37-5 31-6 39-9 s 35-2 29-8 36-10 s 33-5 28-2 34-5 s 32-0 26-11 30-10 s 29-8 25-0

1400S300-68 50 16 92-3 73-3 64-0 50-9 44-4 37-5 46-1 40-3 34-0 42-10 37-5 31-6 40-3 35-2 29-8 38-3 33-5 28-2 36-7 32-0 26-11 34-0 29-8 25-0

1400S300-68 33 24 79-7 s 64-0 55-10 44-4 38-9 32-8 39-9 s 35-2 29-8 35-7 s 32-8 27-6 32-6 s 30-9 25-11 30-1 s 29-2 24-7 28-1 s 27-11 23-6 25-2 s 25-2 s 21-10

1400S300-68 50 24 80-7 64-0 55-10 44-4 38-9 32-8 40-3 35-2 29-8 37-5 32-8 27-6 35-2 30-9 25-11 33-5 29-2 24-7 31-9 s 27-11 23-6 28-5 s 25-11 21-10

1400S162-97 33 12 102-1 81-0 70-9 56-2 49-1 41-4 51-0 44-7 37-7 47-4 41-4 34-11 44-7 38-11 32-10 42-4 37-0 31-2 40-6 35-4 29-10 37-7 32-10 27-8

1400S162-97 50 12 102-1 81-0 70-9 56-2 49-1 41-4 51-0 44-7 37-7 47-4 41-4 34-11 44-7 38-11 32-10 42-4 37-0 31-2 40-6 35-4 29-10 37-7 32-10 27-8

1400S162-97 33 16 92-9 73-7 64-4 51-0 44-7 37-7 46-4 40-6 34-2 43-0 37-7 31-8 40-6 35-4 29-10 38-5 33-7 28-4 36-9 32-2 27-1 33-10 s 29-10 25-2

1400S162-97 50 16 92-9 73-7 64-4 51-0 44-7 37-7 46-4 40-6 34-2 43-0 37-7 31-8 40-6 35-4 29-10 38-5 33-7 28-4 36-9 32-2 27-1 34-2 29-10 25-2

1400S162-97 33 24 81-0 64-4 56-2 44-7 38-11 32-10 40-6 35-4 29-10 37-7 32-10 27-8 35-4 30-11 26-1 33-0 s 29-4 24-9 30-10 s 28-1 23-8 27-7 s 26-1 22-0

1400S162-97 50 24 81-0 64-4 56-2 44-7 38-11 32-10 40-6 35-4 29-10 37-7 32-10 27-8 35-4 30-11 26-1 33-7 29-4 24-9 32-2 28-1 23-8 29-10 26-1 22-0

1400S200-97 33 12 105-1 83-5 72-10 57-10 50-6 42-7 52-6 45-11 38-8 48-9 42-7 35-11 45-11 40-1 33-9 43-7 38-1 32-1 41-8 36-5 30-8 38-8 33-9 28-6

1400S200-97 50 12 105-1 83-5 72-10 57-10 50-6 42-7 52-6 45-11 38-8 48-9 42-7 35-11 45-11 40-1 33-9 43-7 38-1 32-1 41-8 36-5 30-8 38-8 33-9 28-6

1400S200-97 33 16 95-6 75-9 66-2 52-6 45-11 38-8 47-9 41-8 35-2 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-11 35-2 30-8 25-11

1400S200-97 50 16 95-6 75-9 66-2 52-6 45-11 38-8 47-9 41-8 35-2 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-11 35-2 30-8 25-11

1400S200-97 33 24 83-5 66-2 57-10 45-11 40-1 33-9 41-8 36-5 30-8 38-8 33-9 28-6 36-5 31-10 26-10 34-6 s 30-2 25-6 32-3 s 28-11 24-4 28-10 s 26-10 22-7

1400S200-97 50 24 83-5 66-2 57-10 45-11 40-1 33-9 41-8 36-5 30-8 38-8 33-9 28-6 36-5 31-10 26-10 34-7 30-2 25-6 33-1 28-11 24-4 30-8 26-10 22-7

1400S250-97 33 12 109-7 87-0 76-0 60-4 52-8 44-5 54-9 47-10 40-4 50-10 44-5 37-5 47-10 41-10 35-3 45-5 39-8 33-6 43-6 38-0 32-0 40-4 35-3 29-9

1400S250-97 50 12 109-7 87-0 76-0 60-4 52-8 44-5 54-9 47-10 40-4 50-10 44-5 37-5 47-10 41-10 35-3 45-5 39-8 33-6 43-6 38-0 32-0 40-4 35-3 29-9

1400S250-97 33 16 99-7 79-0 69-0 54-9 47-10 40-4 49-9 43-6 36-8 46-2 40-4 34-0 43-6 38-0 32-0 41-3 36-1 30-5 39-6 34-6 29-1 36-8 32-0 27-0

1400S250-97 50 16 99-7 79-0 69-0 54-9 47-10 40-4 49-9 43-6 36-8 46-2 40-4 34-0 43-6 38-0 32-0 41-3 36-1 30-5 39-6 34-6 29-1 36-8 32-0 27-0

1400S250-97 33 24 87-0 69-0 60-4 47-10 41-10 35-3 43-6 38-0 32-0 40-4 35-3 29-9 38-0 33-2 28-0 36-1 31-6 26-7 34-4 s 30-2 25-5 30-9 s 28-0 23-7

1400S250-97 50 24 87-0 69-0 60-4 47-10 41-10 35-3 43-6 38-0 32-0 40-4 35-3 29-9 38-0 33-2 28-0 36-1 31-6 26-7 34-6 30-2 25-5 32-0 28-0 23-7

1400S300-97 33 12 113-9 90-3 78-10 62-7 54-8 46-1 56-10 49-8 41-11 52-9 46-1 38-11 49-8 43-5 36-7 47-2 41-2 34-9 45-1 39-5 33-3 41-11 36-7 30-10

1400S300-97 50 12 113-9 90-3 78-10 62-7 54-8 46-1 56-10 49-8 41-11 52-9 46-1 38-11 49-8 43-5 36-7 47-2 41-2 34-9 45-1 39-5 33-3 41-11 36-7 30-10

1400S300-97 33 16 103-4 82-0 71-8 56-10 49-8 41-11 51-8 45-1 38-1 47-11 41-11 35-4 45-1 39-5 33-3 42-10 37-5 31-7 41-0 35-10 30-2 38-1 33-3 28-0

1400S300-97 50 16 103-4 82-0 71-8 56-10 49-8 41-11 51-8 45-1 38-1 47-11 41-11 35-4 45-1 39-5 33-3 42-10 37-5 31-7 41-0 35-10 30-2 38-1 33-3 28-0

1400S300-97 33 24 90-3 71-8 62-7 49-8 43-5 36-7 45-1 39-5 33-3 41-11 36-7 30-10 39-5 34-5 29-0 37-5 32-8 27-7 35-10 31-3 26-4 32-4 s 29-0 24-6

1400S300-97 50 24 90-3 71-8 62-7 49-8 43-5 36-7 45-1 39-5 33-3 41-11 36-7 30-10 39-5 34-5 29-0 37-5 32-8 27-7 35-10 31-3 26-4 33-3 29-0 24-6

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

273.

115.

316.

925.

316.

922.

693.

646.

238.

0711

.61

6.23

8.07

11.6

1

816

2.27

3.11

5.31

6.92

5.31

6.92

2.69

3.64

6.23

8.07

11.6

16.

238.

0711

.61

824

2.27

3.11

5.31

6.92

5.31

6.92

2.69

3.64

6.23

8.07

11.6

16.

238.

0711

.61

912

2.17

2.95

4.91

6.39

4.91

6.39

2.55

3.46

5.76

7.47

10.6

35.

767.

4710

.63

916

2.17

2.95

4.91

6.39

4.91

6.39

2.55

3.46

5.76

7.47

10.6

35.

767.

4710

.63

924

2.17

2.95

4.91

6.39

4.91

6.39

2.55

3.46

5.76

7.47

10.6

35.

767.

4710

.63

1012

2.05

2.79

4.49

5.84

4.49

5.84

2.41

3.27

5.29

6.84

9.63

5.29

6.84

9.63

1016

2.05

2.79

4.49

5.84

4.49

5.84

2.41

3.27

5.29

6.84

9.63

5.29

6.84

9.63

1024

1.91

2.79

4.49

5.84

4.49

5.84

2.34

3.27

5.29

6.84

9.63

5.29

6.84

9.63

1212

1.76

2.44

3.66

4.74

3.66

4.74

2.12

2.87

4.33

5.58

7.67

4.33

5.58

7.67

1216

1.61

72.

363.

514.

683.

664.

741.

972.

864.

265.

587.

674.

335.

587.

67

1224

1.35

62.

06 6

3.12

74.

233.

50 7

4.69

1.69

62.

54 7

3.83

5.15

7.36

4.24

5.58

7.67

1412

1.30

61.

91 7

2.67

3.50

2.87

3.61

1.60

72.

323.

254.

245.

853.

414.

305.

85

1416

1.15

61.

74 6

2.46

73.

262.

74 7

3.59

1.43

62.

13 7

3.02

3.99

5.65

3.32

4.30

5.85

1424

0.90

31.

44 3

2.11

62.

87 6

2.45

63.

27 6

1.15

31.

81 6

2.63

63.

55 7

5.10

3.00

63.

99 7

5.82

1612

0.94

61.

41 6

1.92

62.

51 7

2.13

62.

76 7

1.17

61.

73 6

2.35

73.

074.

342.

58 7

3.29

4.48

1616

0.80

31.

25 3

1.74

62.

30 6

1.98

62.

59 6

1.01

31.

56 6

2.15

62.

84 7

4.06

2.42

63.

16 7

4.48

1624

0.56

20.

97 2

1.42

31.

96 3

1.72

32.

31 3

0.75

21.

26 3

1.81

32.

46 6

3.58

62.

13 3

2.85

64.

21 6

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

162-

(mils

)

50 k

si50

ksi

97

362S

137-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

753.

906.

608.

9613

.34

6.60

8.96

13.3

44.

537.

3610

.26

16.1

47.

3610

.26

16.1

4

816

2.75

3.90

6.60

8.96

13.3

46.

608.

9613

.34

4.53

7.36

10.2

616

.14

7.36

10.2

616

.14

824

2.75

3.90

6.60

8.96

13.3

46.

608.

9613

.34

4.53

7.36

10.2

616

.14

7.36

10.2

616

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912

2.66

3.81

6.28

8.49

12.2

76.

288.

4912

.27

4.38

6.99

9.80

14.8

96.

999.

8014

.89

916

2.66

3.81

6.28

8.49

12.2

76.

288.

4912

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4.38

6.99

9.80

14.8

96.

999.

8014

.89

924

2.66

3.81

6.28

8.49

12.2

76.

288.

4912

.27

4.38

6.99

9.80

14.8

96.

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8014

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1012

2.55

3.65

5.86

7.91

11.1

85.

867.

9111

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4.22

6.44

9.18

13.6

26.

449.

1813

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2.55

3.65

5.86

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11.1

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4.22

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9.18

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2.55

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7.91

11.1

85.

867.

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4.22

6.44

9.18

13.6

26.

449.

1813

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1212

2.33

3.32

5.06

6.50

9.00

5.06

6.50

9.00

3.86

5.93

7.95

11.0

75.

937.

9511

.07

1216

2.23

3.32

5.06

6.50

9.00

5.06

6.50

9.00

3.86

5.93

7.95

11.0

75.

937.

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1224

1.93

62.

954.

606.

208.

914.

936.

508.

913.

665.

627.

7911

.07

5.93

7.95

11.0

7

1412

1.89

2.71

3.89

5.09

6.96

4.02

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6.96

3.43

4.86

6.30

8.67

4.97

6.30

8.67

1416

1.70

62.

49 7

3.63

4.83

6.87

3.88

5.09

6.87

3.19

4.56

6.09

8.67

4.89

6.30

8.67

1424

1.39

62.

12 6

3.21

64.

35 7

6.28

3.51

64.

78 7

6.28

2.78

64.

07 7

5.55

8.09

4.47

75.

918.

67

1612

1.40

62.

03 7

2.83

3.71

5.28

3.02

3.90

5.28

2.60

3.55

4.68

6.64

3.80

4.84

6.64

1616

1.22

61.

83 6

2.60

63.

46 7

4.97

2.82

63.

77 7

4.97

2.37

63.

29 7

4.40

6.38

3.58

74.

666.

64

1624

0.92

31.

48 3

2.22

63.

05 6

4.45

72.

49 6

3.42

64.

45 7

1.99

62.

85 6

3.93

65.

813.

20 6

4.25

66.

49

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

362S

200-

(mils

)

5468

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

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5 p

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Def

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L/12

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1. L

ater

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Def

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Def

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Def

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1.91

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5 p

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ater

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97

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5468

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note

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Def

lect

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L/12

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1. L

ater

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d by

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Def

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Def

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Def

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Wal

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5 p

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5468

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note

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Def

lect

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1. L

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load

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Def

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Def

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Def

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5 p

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Def

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Def

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2.92

4.62

6.20

4.62

6.20

2.45

3.39

5.38

7.16

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55.

387.

1611

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1.99

2.92

4.62

6.20

4.62

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2.40

3.39

5.38

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387.

1611

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1.68

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62 7

4.20

5.86

4.62

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2.07

63.

17 7

5.06

6.99

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55.

387.

1611

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5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

97

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(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

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TA

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note

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Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

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al lo

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kip

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ud3

Def

lect

ion

exce

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L/36

0

3. E

ffec

tive

area

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side

rs 1

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hole

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web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

154.

457.

8111

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18.3

77.

8111

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18.3

75.

208.

8612

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20.7

68.

8612

.17

20.7

6

816

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4.45

7.81

11.2

618

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7.81

11.2

618

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5.20

8.86

12.1

720

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8.86

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720

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824

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7.81

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618

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7.81

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618

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5.20

8.86

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720

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8.86

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720

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912

3.10

4.40

7.67

10.9

417

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7.67

10.9

417

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5.13

8.66

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8.66

11.9

720

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916

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7.67

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417

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7.67

10.9

417

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8.66

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8.66

11.9

720

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924

3.10

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7.67

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417

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7.67

10.9

417

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8.66

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8.66

11.9

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117

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117

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519

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7.52

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2.92

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9.91

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77.

189.

9115

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4.84

7.94

11.2

618

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7.94

11.2

618

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1216

2.92

4.23

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77.

189.

9115

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4.84

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618

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7.94

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618

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1224

2.92

4.23

7.18

9.91

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77.

189.

9115

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4.84

7.94

11.2

618

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7.94

11.2

618

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1412

2.78

4.04

6.64

9.20

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36.

649.

2014

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4.62

7.39

10.4

816

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7.39

10.4

816

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1416

2.78

4.04

6.64

9.20

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36.

649.

2014

.13

4.62

7.39

10.4

816

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7.39

10.4

816

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1424

2.76

4.04

6.64

9.20

14.1

36.

649.

2014

.13

4.62

7.39

10.4

816

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7.39

10.4

816

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1612

2.63

3.81

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8.18

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36.

058.

1812

.53

4.38

6.80

9.59

14.9

16.

809.

5914

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1616

2.63

3.81

6.05

8.18

12.5

36.

058.

1812

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4.38

6.80

9.59

14.9

16.

809.

5914

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1624

2.29

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585.

868.

1812

.53

6.05

8.18

12.5

34.

356.

809.

5914

.91

6.80

9.59

14.9

1

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

97

550S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

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9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

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eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

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hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

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eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

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ng

Hei

ght

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125.

959.

9813

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89.

9813

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23.0

8

816

5.95

9.98

13.5

523

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9.98

13.5

523

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824

5.95

9.98

13.5

523

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9.98

13.5

523

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5.86

9.77

13.2

522

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9.77

13.2

522

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916

5.86

9.77

13.2

522

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9.77

13.2

522

.46

924

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

1012

5.76

9.54

12.9

121

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9.54

12.9

121

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1016

5.76

9.54

12.9

121

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9.54

12.9

121

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5.76

9.54

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121

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9.54

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121

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1212

5.54

9.02

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720

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9.02

12.1

720

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1216

5.54

9.02

12.1

720

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9.02

12.1

720

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1224

5.54

9.02

12.1

720

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9.02

12.1

720

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1412

5.28

8.44

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418

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8.44

11.1

418

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1416

5.28

8.44

11.1

418

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8.44

11.1

418

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1424

5.28

8.44

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418

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8.44

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418

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1612

4.99

7.81

10.5

917

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7.81

10.5

917

.27

1616

4.99

7.81

10.5

917

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7.81

10.5

917

.27

1624

4.99

7.81

10.5

917

.27

7.81

10.5

917

.27

5 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

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note

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Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

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eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

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hole

s in

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s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

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eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

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uous

bra

cing

of e

ach

flang

e fo

r fle

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l cal

cula

tion

6 D

efle

ctio

n ex

ceed

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600

5. A

llow

able

load

s ar

e ba

sed

on m

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rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

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7 D

efle

ctio

n ex

ceed

s L/

720

Wal

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ng

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9.61

7.09

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3.12

4.50

8.14

10.9

617

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8.14

10.9

617

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824

2.71

3.91

7.09

9.61

7.09

9.61

3.12

4.50

8.14

10.9

617

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617

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912

2.67

3.84

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9.32

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4.41

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516

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7.98

10.6

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10.6

516

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2.62

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9.01

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6.70

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7.72

10.3

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1212

2.52

3.56

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5514

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2.40

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3.87

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1416

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5.65

7.61

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2.79

3.87

6.54

8.74

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7413

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1424

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5.65

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7413

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1612

2.23

3.13

5.08

6.85

5.08

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2.60

3.61

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15.

907.

8812

.31

1616

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ater

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oad

5468

97

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si

97

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si

600S

162-

(mils

)

50 k

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ksi

97

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)

5468

CO

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INE

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68

note

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Def

lect

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ater

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load

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tiplie

d by

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n 2

Def

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0

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llow

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Def

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0

3. E

ffec

tive

area

con

side

rs 1

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hole

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r ax

ial l

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rmin

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n 4

Def

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0

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cula

tion

6 D

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n ex

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600

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llow

able

load

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sed

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aine

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ds in

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ced

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es, C

m=0

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ctio

n ex

ceed

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720

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319.

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11.6

319

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11.6

319

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5.31

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9.09

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3.21

4.53

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11.6

319

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8.00

11.6

319

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5.31

9.09

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721

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3.17

4.49

7.88

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7.88

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sf L

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5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

97

600S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

824

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

924

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

1012

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1016

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1024

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1212

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1216

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1224

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1412

5.48

8.86

11.9

720

.13

8.86

11.9

720

.13

1416

5.48

8.86

11.9

720

.13

8.86

11.9

720

.13

1424

5.48

8.86

11.9

720

.13

8.86

11.9

720

.13

1612

5.22

8.30

11.1

018

.82

8.30

11.1

018

.82

1616

5.22

8.30

11.1

018

.82

8.30

11.1

018

.82

1624

5.22

8.30

11.1

018

.82

8.30

11.1

018

.82

5 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

6510

.60

7.65

10.6

03.

284.

808.

7112

.01

19.2

08.

7112

.01

19.2

0

816

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

824

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

912

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

916

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

924

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

1012

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1016

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1024

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1212

2.75

3.97

7.18

9.76

7.18

9.76

3.18

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1216

2.75

3.97

7.18

9.76

7.18

9.76

3.18

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1224

2.75

3.97

7.18

9.76

7.18

9.76

3.18

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1412

2.67

3.83

6.80

9.25

6.80

9.25

3.13

4.39

7.80

10.5

116

.83

7.80

10.5

116

.83

1416

2.67

3.83

6.80

9.25

6.80

9.25

3.13

4.39

7.80

10.5

116

.83

7.80

10.5

116

.83

1424

2.67

3.83

6.80

9.25

6.80

9.25

3.13

4.39

7.80

10.5

116

.83

7.80

10.5

116

.83

1612

2.59

3.68

6.39

8.70

6.39

8.70

3.02

4.22

7.33

9.90

15.8

67.

339.

9015

.86

1616

2.59

3.68

6.39

8.70

6.39

8.70

3.02

4.22

7.33

9.90

15.8

67.

339.

9015

.86

1624

2.59

3.68

6.39

8.70

6.39

8.70

3.02

4.22

7.33

9.90

15.8

67.

339.

9015

.86

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

97

800S

137-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

.62

21.2

28.

5112

.62

21.2

25.

589.

6913

.29

23.4

69.

6913

.29

23.4

6

816

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

824

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

912

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

916

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

924

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

1012

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1016

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1024

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1212

3.25

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1216

3.25

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1224

3.25

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1412

3.17

4.56

7.94

11.3

018

.68

7.94

11.3

018

.68

5.26

8.86

12.4

621

.33

8.86

12.4

621

.33

1416

3.17

4.56

7.94

11.3

018

.68

7.94

11.3

018

.68

5.26

8.86

12.4

621

.33

8.86

12.4

621

.33

1424

3.17

4.56

7.94

11.3

018

.68

7.94

11.3

018

.68

5.26

8.86

12.4

621

.33

8.86

12.4

621

.33

1612

3.08

4.48

7.69

10.7

817

.63

7.69

10.7

817

.63

5.12

8.50

12.1

020

.53

8.50

12.1

020

.53

1616

3.08

4.48

7.69

10.7

817

.63

7.69

10.7

817

.63

5.12

8.50

12.1

020

.53

8.50

12.1

020

.53

1624

3.08

4.48

7.69

10.7

817

.63

7.69

10.7

817

.63

5.12

8.50

12.1

020

.53

8.50

12.1

020

.53

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

97

800S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

.83

14.8

725

.72

10.8

314

.87

25.7

2

816

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

824

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

912

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

916

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

924

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

1012

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1016

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1024

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1212

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1216

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1224

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1412

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1416

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1424

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1612

5.83

9.60

13.1

022

.41

9.60

13.1

022

.41

1616

5.83

9.60

13.1

022

.41

9.60

13.1

022

.41

1624

5.83

9.60

13.1

022

.41

9.60

13.1

022

.41

5 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

8710

.99

7.87

10.9

93.

354.

928.

9412

.42

20.0

08.

9412

.42

20.0

0

816

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

824

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

912

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

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916

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

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924

2.92

4.27

7.79

10.8

47.

7910

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3.32

4.87

8.86

12.2

619

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8.86

12.2

619

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2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1016

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1024

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1212

2.84

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1216

2.84

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1224

2.84

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1412

2.77

4.02

7.25

9.90

7.25

9.90

3.22

4.59

8.29

11.2

118

.09

8.29

11.2

118

.09

1416

2.77

4.02

7.25

9.90

7.25

9.90

3.22

4.59

8.29

11.2

118

.09

8.29

11.2

118

.09

1424

2.77

4.02

7.25

9.90

7.25

9.90

3.22

4.59

8.29

11.2

118

.09

8.29

11.2

118

.09

1612

2.71

3.90

6.91

9.45

6.91

9.45

3.16

4.45

7.91

10.7

117

.29

7.91

10.7

117

.29

1616

2.71

3.90

6.91

9.45

6.91

9.45

3.16

4.45

7.91

10.7

117

.29

7.91

10.7

117

.29

1624

2.71

3.90

6.91

9.45

6.91

9.45

3.16

4.45

7.91

10.7

117

.29

7.91

10.7

117

.29

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

97

925S

137-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

22.0

45.

699.

9213

.62

24.2

49.

9213

.62

24.2

4

816

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

824

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

912

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

916

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

924

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

1012

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1016

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1024

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1212

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1216

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1224

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1412

3.27

4.70

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1416

3.27

4.70

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1424

3.27

4.70

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1612

3.20

4.63

8.05

11.5

019

.13

8.05

11.5

019

.13

5.32

8.97

12.6

621

.79

8.97

12.6

621

.79

1616

3.20

4.63

8.05

11.5

019

.13

8.05

11.5

019

.13

5.32

8.97

12.6

621

.79

8.97

12.6

621

.79

1624

3.20

4.63

8.05

11.5

019

.13

8.05

11.5

019

.13

5.32

8.97

12.6

621

.79

8.97

12.6

621

.79

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

250-

(mils

)

50 k

si50

ksi

97

925S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

4511

.06

15.2

426

.42

11.0

615

.24

26.4

2

816

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

824

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

912

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

916

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

924

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

1012

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1016

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1024

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1212

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1216

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1224

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1412

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1416

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1424

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1612

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

1616

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

1624

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

5 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

925S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

9811

.17

7.98

11.1

73.

384.

979.

0512

.61

20.3

89.

0512

.61

20.3

8

816

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

824

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

912

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

916

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

924

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

1012

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

.90

8.89

12.3

119

.90

1016

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

.90

8.89

12.3

119

.90

1024

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

.90

8.89

12.3

119

.90

1212

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1216

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1224

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1412

2.82

4.11

7.46

10.2

17.

4610

.21

3.25

4.68

8.51

11.5

418

.69

8.51

11.5

418

.69

1416

2.82

4.11

7.46

10.2

17.

4610

.21

3.25

4.68

8.51

11.5

418

.69

8.51

11.5

418

.69

1424

2.82

4.11

7.46

10.2

17.

4610

.21

3.25

4.68

8.51

11.5

418

.69

8.51

11.5

418

.69

1612

2.76

4.00

7.16

9.80

7.16

9.80

3.22

4.56

8.18

11.0

917

.97

8.18

11.0

917

.97

1616

2.76

4.00

7.16

9.80

7.16

9.80

3.22

4.56

8.18

11.0

917

.97

8.18

11.0

917

.97

1624

2.76

4.00

7.16

9.80

7.16

9.80

3.22

4.56

8.18

11.0

917

.97

8.18

11.0

917

.97

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

97

1000

S13

7-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

824

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

924

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

1012

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

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5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1016

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1024

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1212

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1216

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1224

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1412

3.32

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1416

3.32

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1424

3.32

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1612

3.26

4.70

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

1616

3.26

4.70

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

1624

3.26

4.70

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

5 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

97

1000

S20

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

916

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

924

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1024

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1212

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1216

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1224

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1412

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1416

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1424

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1612

6.15

10.3

114

.18

24.6

110

.31

14.1

824

.61

1616

6.15

10.3

114

.18

24.6

110

.31

14.1

824

.61

1624

6.15

10.3

114

.18

24.6

110

.31

14.1

824

.61

5 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

9811

.17

7.98

11.1

73.

384.

979.

0512

.61

20.3

89.

0512

.61

20.3

8

816

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

824

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

912

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

916

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

924

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

1012

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

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8.89

12.3

119

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1016

2.93

4.29

7.83

10.9

07.

8310

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3.33

4.89

8.89

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119

.90

8.89

12.3

119

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1024

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

.90

8.89

12.3

119

.90

1212

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1216

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1224

2.78

4.21

7.55

10.5

87.

6610

.58

3.28

4.80

8.58

11.9

519

.33

8.71

11.9

519

.33

1412

2.82

4.11

7.46

10.2

17.

4610

.21

3.25

4.68

8.51

11.5

418

.69

8.51

11.5

418

.69

1416

2.80

4.11

7.46

10.2

17.

4610

.21

3.25

4.68

8.51

11.5

418

.69

8.51

11.5

418

.69

1424

2.34

4.08

7.11

10.2

17.

4610

.21

2.87

4.68

8.14

11.5

418

.69

8.51

11.5

418

.69

1612

2.73

4.00

7.16

9.80

7.16

9.80

3.22

4.56

8.18

11.0

917

.97

8.18

11.0

917

.97

1616

2.44

4.00

7.16

9.80

7.16

9.80

2.99

4.56

8.18

11.0

917

.97

8.18

11.0

917

.97

1624

1.86

73.

546.

619.

777.

169.

802.

394.

247.

6311

.09

17.9

78.

1811

.09

17.9

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S13

7-(m

ils)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

824

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

924

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

1012

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1016

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1024

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1212

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1216

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1224

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1412

3.32

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1416

3.32

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1424

2.98

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1612

3.26

4.70

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

1616

3.07

4.70

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

1624

2.48

4.35

8.22

11.8

419

.84

8.23

11.8

419

.84

5.30

9.06

12.9

322

.41

9.19

12.9

322

.41

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S20

0-(m

ils)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

916

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

924

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1024

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1212

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1216

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1224

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1412

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1416

6.26

10.5

814

.56

25.3

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114

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24.6

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824

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15 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

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ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

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s in

web

s fo

r ax

ial l

oad

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rmin

iatio

n 4

Def

lect

ion

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eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

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ng

Hei

ght

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c.8

122.

753.

906.

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13.3

44.

537.

3610

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47.

3610

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4

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13.3

46.

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9613

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01 6

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94 6

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85 6

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1424

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10 6

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1616

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1624

--

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39 2

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18 2

2.04

22.

39 2

0.45

21.

11 2

2.06

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52 3

1.72

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61 2

4.69

3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

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3343

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68

362S

250-

(mils

)

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si50

ksi

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68

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

200-

(mils

)

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

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eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

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7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

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ng

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ght

(in.)

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125.

228.

4311

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4311

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6

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817

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8.43

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817

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817

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8.43

11.1

817

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912

5.04

8.03

10.6

116

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8.03

10.6

116

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916

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10.6

116

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8.03

10.6

116

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924

4.59

7.64

10.6

116

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4.84

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57.

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5

1212

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8.38

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1224

2.59

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6.46

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5.92

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75 6

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1612

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64 6

6.38

7

1616

1.51

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44 3

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73 6

2.97

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18 3

5.73

6

1624

0.77

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60 2

2.62

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65 3

2.25

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4.65

3

5468

15 p

sf L

ater

al L

oad

97

33 k

si

362S

300-

(mils

)

50 k

si

97

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

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eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

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hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

383.

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757.

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823.

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7613

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8.76

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7

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7613

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1.53

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9

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1.63

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57 7

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17 7

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1.66

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CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

137-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

864.

056.

949.

5814

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6.94

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14.8

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17.5

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4.05

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2.55

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5814

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2.78

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7.46

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2.13

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8.81

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1612

0.81

21.

44 3

2.37

33.

42 6

5.24

62.

75 3

3.96

65.

24 6

2.00

33.

08 6

4.45

66.

85 7

3.58

64.

92 6

7.70

7

1616

0.47

21.

04 2

1.91

32.

91 3

4.63

62.

36 3

3.54

34.

63 6

1.55

22.

56 3

3.88

36.

17 6

3.14

34.

42 3

7.15

6

1624

-0.

09 2

1.15

22.

06 2

3.60

31.

70 2

2.83

23.

60 3

0.80

21.

68 2

2.92

25.

03 3

2.39

23.

58 2

6.23

3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

200-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

438.

8711

.84

19.5

08.

8711

.84

19.5

0

816

5.43

8.87

11.8

419

.50

8.87

11.8

419

.50

824

5.43

8.87

11.8

419

.50

8.87

11.8

419

.50

912

5.28

8.52

11.3

518

.54

8.52

11.3

518

.54

916

5.28

8.52

11.3

518

.54

8.52

11.3

518

.54

924

5.15

8.52

11.3

518

.54

8.52

11.3

518

.54

1012

5.11

8.15

10.5

317

.55

8.15

10.5

317

.55

1016

5.11

8.15

10.5

317

.55

8.15

10.5

317

.55

1024

4.50

7.53

10.3

817

.55

8.15

10.5

317

.55

1212

4.46

7.03

9.78

15.3

07.

349.

8415

.30

1216

4.00

76.

439.

0714

.89

7.08

9.84

14.8

9

1224

3.20

65.

39 6

7.86

713

.38

6.20

68.

87 7

13.3

8

1412

3.40

65.

26 7

7.44

11.6

05.

82 7

8.14

11.6

0

1416

2.91

64.

65 6

6.73

710

.77

5.30

67.

54 7

10.7

7

1424

2.08

33.

62 3

5.53

69.

37 6

4.43

36.

53 6

9.37

6

1612

2.49

63.

86 6

5.39

68.

454.

40 6

6.03

68.

45

1616

2.01

33.

28 3

4.74

67.

71 6

3.90

35.

48 6

7.71

6

1624

1.20

22.

32 2

3.66

36.

47 6

3.08

24.

57 3

6.47

6

15 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

400S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

653.

806.

899.

246.

899.

243.

074.

387.

9310

.57

16.4

37.

9310

.57

16.4

3

816

2.65

3.80

6.89

9.24

6.89

9.24

3.07

4.38

7.93

10.5

716

.43

7.93

10.5

716

.43

824

2.65

3.80

6.89

9.24

6.89

9.24

3.07

4.38

7.93

10.5

716

.43

7.93

10.5

716

.43

912

2.60

3.72

6.65

8.91

6.65

8.91

3.05

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

916

2.60

3.72

6.65

8.91

6.65

8.91

3.05

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

924

2.41

3.72

6.65

8.91

6.65

8.91

2.95

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

1012

2.55

3.62

6.39

8.57

6.39

8.57

3.00

4.17

7.39

9.82

15.2

67.

399.

8215

.26

1016

2.51

3.62

6.39

8.57

6.39

8.57

3.00

4.17

7.39

9.82

15.2

67.

399.

8215

.26

1024

2.10

73.

386.

208.

576.

398.

572.

624.

087.

399.

8215

.26

7.39

9.82

15.2

6

1212

2.27

3.41

5.83

7.82

5.83

7.82

2.75

3.93

6.75

8.98

13.9

36.

758.

9813

.93

1216

1.98

63.

135.

517.

775.

837.

822.

45 7

3.78

6.63

8.98

13.9

36.

758.

9813

.93

1224

1.47

62.

55 6

4.65

76.

765.

48 7

7.79

1.90

63.

17 6

5.72

78.

1813

.70

6.60

78.

9813

.93

1412

1.76

62.

79 7

4.71

6.64

5.23

7.02

2.18

63.

38 7

5.69

7.93

12.5

26.

088.

0912

.52

1416

1.43

62.

41 6

4.17

66.

014.

88 6

6.88

1.83

62.

99 6

5.12

77.

2612

.00

5.87

78.

0912

.52

1424

0.85

31.

74 3

3.24

64.

92 6

4.14

66.

03 6

1.20

32.

28 3

4.12

66.

09 6

10.5

25.

08 6

7.28

612

.03

1612

1.28

32.

16 6

3.57

65.

11 7

4.17

65.

87 7

1.64

62.

67 6

4.38

66.

1910

.15

5.03

67.

0011

.05

1616

0.93

31.

75 3

3.02

64.

48 6

3.74

65.

37 6

1.26

32.

24 3

3.79

65.

51 6

9.28

4.56

66.

46 6

10.4

9

1624

0.06

21.

05 2

2.10

33.

39 3

2.99

34.

50 3

0.60

21.

49 2

2.79

34.

34 6

7.81

63.

75 3

5.53

69.

31 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

137-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

154.

457.

8111

.26

18.3

77.

8111

.26

18.3

75.

208.

8612

.17

20.7

68.

8612

.17

20.7

6

816

3.15

4.45

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

824

3.15

4.45

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

912

3.10

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

916

3.10

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

924

3.06

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

1012

3.05

4.34

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1016

3.05

4.34

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1024

2.74

4.29

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1212

2.89

4.23

7.18

9.91

15.6

77.

189.

9115

.67

4.84

7.94

11.2

618

.49

7.94

11.2

618

.49

1216

2.60

4.10

7.18

9.91

15.6

77.

189.

9115

.67

4.84

7.94

11.2

618

.49

7.94

11.2

618

.49

1224

2.06

63.

46 7

6.41

9.47

15.6

77.

099.

9115

.67

4.30

7.46

11.2

618

.49

7.94

11.2

618

.49

1412

2.37

73.

776.

459.

2014

.13

6.64

9.20

14.1

34.

567.

3910

.48

16.7

37.

3910

.48

16.7

3

1416

2.01

63.

33 7

5.86

8.60

14.0

46.

469.

2014

.04

4.12

76.

8810

.31

16.7

37.

3910

.48

16.7

3

1424

1.37

32.

56 6

4.82

67.

37 7

12.4

95.

60 6

8.49

712

.49

3.33

65.

80 6

9.03

15.6

76.

70 6

9.95

16.7

3

1612

1.84

63.

04 6

5.13

77.

3611

.93

5.68

78.

1311

.93

3.78

76.

099.

0414

.78

6.73

9.59

14.9

1

1616

1.45

32.

55 6

4.50

66.

63 7

11.0

15.

15 6

7.53

711

.01

3.28

65.

43 6

8.25

13.7

96.

19 6

9.02

14.9

1

1624

0.75

21.

71 3

3.43

35.

39 6

9.45

64.

24 3

6.52

69.

45 6

2.39

34.

28 6

6.89

612

.09

75.

24 6

7.86

613

.65

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

200-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

959.

9813

.55

23.0

89.

9813

.55

23.0

8

816

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

824

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

912

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

916

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

924

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

1012

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1016

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1024

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1212

5.54

9.02

12.1

720

.40

9.02

12.1

720

.40

1216

5.54

9.02

12.1

720

.40

9.02

12.1

720

.40

1224

5.16

8.84

12.1

720

.40

9.02

12.1

720

.40

1412

5.28

8.44

11.1

418

.97

8.44

11.1

418

.97

1416

4.93

8.18

11.1

418

.97

8.44

11.1

418

.97

1424

4.09

67.

04 7

10.0

718

.55

7.96

711

.14

18.5

5

1612

4.52

7.29

10.3

217

.27

7.81

10.5

917

.27

1616

3.99

66.

58 7

9.47

16.5

37.

36 7

10.4

616

.53

1624

3.05

65.

34 6

8.03

614

.71

6.34

69.

27 6

14.7

1

15 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

713.

917.

099.

617.

099.

613.

124.

508.

1410

.96

17.1

78.

1410

.96

17.1

7

816

2.71

3.91

7.09

9.61

7.09

9.61

3.12

4.50

8.14

10.9

617

.17

8.14

10.9

617

.17

824

2.71

3.91

7.09

9.61

7.09

9.61

3.12

4.50

8.14

10.9

617

.17

8.14

10.9

617

.17

912

2.67

3.84

6.93

9.32

6.93

9.32

3.10

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

916

2.67

3.84

6.93

9.32

6.93

9.32

3.10

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

924

2.61

3.84

6.93

9.32

6.93

9.32

3.10

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

1012

2.62

3.75

6.70

9.01

6.70

9.01

3.07

4.31

7.72

10.3

016

.14

7.72

10.3

016

.14

1016

2.62

3.75

6.70

9.01

6.70

9.01

3.07

4.31

7.72

10.3

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7.72

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.14

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2.34

3.70

6.70

9.01

6.70

9.01

2.87

4.31

7.72

10.3

016

.14

7.72

10.3

016

.14

1212

2.49

3.56

6.20

8.34

6.20

8.34

2.96

4.10

7.15

9.55

14.9

57.

159.

5514

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1216

2.23

73.

486.

208.

346.

208.

342.

744.

107.

159.

5514

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7.15

9.55

14.9

5

1224

1.74

62.

93 7

5.39

7.79

6.20

8.34

2.22

63.

59 7

6.54

9.30

14.9

57.

159.

5514

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1412

2.03

73.

165.

457.

615.

657.

612.

48 7

3.80

6.53

8.74

13.6

66.

548.

7413

.66

1416

1.71

62.

80 6

4.92

77.

055.

62 7

7.61

2.14

63.

42 7

5.96

8.42

13.6

66.

548.

7413

.66

1424

1.14

32.

15 6

3.97

65.

94 6

4.89

67.

07 6

1.53

32.

73 6

4.95

67.

25 7

12.4

55.

92 6

8.44

713

.66

1612

1.56

62.

55 6

4.29

76.

134.

92 7

6.85

1.95

63.

12 6

5.21

7.34

12.0

95.

887.

8812

.31

1616

1.21

32.

14 6

3.73

65.

47 6

4.47

66.

40 6

1.57

32.

68 6

4.60

66.

63 7

11.1

75.

40 6

7.62

712

.31

1624

0.58

21.

43 3

2.75

34.

32 6

3.69

35.

49 6

0.90

21.

92 3

3.55

65.

41 6

9.60

74.

56 6

6.66

611

.20

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

137-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

214.

538.

0011

.63

19.1

48.

0011

.63

19.1

45.

319.

0912

.47

21.4

89.

0912

.47

21.4

8

816

3.21

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

824

3.21

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

912

3.17

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

916

3.17

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

924

3.17

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

1012

3.12

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1016

3.12

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1024

2.96

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1212

3.01

4.34

7.45

10.4

116

.74

7.45

10.4

116

.74

4.99

8.28

11.6

819

.55

8.28

11.6

819

.55

1216

2.84

4.34

7.45

10.4

116

.74

7.45

10.4

116

.74

4.99

8.28

11.6

819

.55

8.28

11.6

819

.55

1224

2.32

73.

857.

1210

.41

16.7

47.

4510

.41

16.7

44.

738.

2511

.68

19.5

58.

2811

.68

19.5

5

1412

2.63

4.18

7.05

9.75

15.3

47.

059.

7515

.34

4.80

7.79

11.1

418

.08

7.79

11.1

418

.08

1416

2.29

63.

776.

699.

7515

.34

7.05

9.75

15.3

44.

587.

7211

.14

18.0

87.

7911

.14

18.0

8

1424

1.66

63.

02 6

5.67

78.

5514

.60

6.45

79.

6414

.60

3.82

66.

6810

.34

18.0

67.

5711

.14

18.0

8

1612

2.13

63.

49 7

5.97

8.64

13.8

76.

508.

9613

.87

4.27

6.88

10.2

916

.40

7.12

10.2

916

.40

1616

1.73

63.

01 6

5.33

77.

8913

.10

5.99

78.

8213

.10

3.78

66.

239.

5716

.21

6.98

10.2

916

.40

1624

1.03

32.

17 3

4.23

66.

59 6

11.4

5 7

5.07

67.

77 6

11.4

5 7

2.91

65.

09 6

8.18

714

.43

6.05

69.

19 7

16.0

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

200-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

824

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

924

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

1012

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1016

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1024

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1212

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1216

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1224

5.63

9.38

12.7

121

.46

9.38

12.7

121

.46

1412

5.48

8.86

11.9

720

.13

8.86

11.9

720

.13

1416

5.43

8.86

11.9

720

.13

8.86

11.9

720

.13

1424

4.64

78.

0011

.54

20.1

38.

8611

.97

20.1

3

1612

5.06

8.27

11.1

018

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8.30

11.1

018

.82

1616

4.55

77.

5710

.72

18.8

28.

3011

.10

18.8

2

1624

3.63

66.

33 6

9.29

717

.31

7.34

610

.53

717

.31

15 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

6510

.60

7.65

10.6

03.

284.

808.

7112

.01

19.2

08.

7112

.01

19.2

0

816

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

824

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

912

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

916

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

924

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

1012

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1016

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1024

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1212

2.75

3.97

7.18

9.76

7.18

9.76

3.18

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1216

2.75

3.97

7.18

9.76

7.18

9.76

3.18

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1224

2.38

3.97

7.00

9.76

7.18

9.76

2.91

4.55

8.04

11.0

817

.72

8.22

11.0

817

.72

1412

2.66

3.83

6.80

9.25

6.80

9.25

3.13

4.39

7.80

10.5

116

.83

7.80

10.5

116

.83

1416

2.38

3.83

6.80

9.25

6.80

9.25

2.93

4.39

7.80

10.5

116

.83

7.80

10.5

116

.83

1424

1.86

73.

446.

399.

256.

809.

252.

37 7

4.12

7.43

10.5

116

.83

7.80

10.5

116

.83

1612

2.29

3.68

6.39

8.70

6.39

8.70

2.80

4.22

7.33

9.90

15.8

67.

339.

9015

.86

1616

1.95

73.

436.

208.

706.

398.

702.

44 7

4.09

7.33

9.90

15.8

67.

339.

9015

.86

1624

1.31

62.

79 6

5.25

77.

786.

18 7

8.70

1.76

63.

42 6

6.35

9.25

15.8

67.

339.

9015

.86

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

137-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

.62

21.2

28.

5112

.62

21.2

25.

589.

6913

.29

23.4

69.

6913

.29

23.4

6

816

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

824

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

912

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

916

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

924

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

1012

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1016

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1024

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1212

3.25

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1216

3.25

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1224

3.01

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1412

3.17

4.56

7.94

11.3

018

.68

7.94

11.3

018

.68

5.26

8.86

12.4

621

.33

8.86

12.4

621

.33

1416

3.01

4.56

7.94

11.3

018

.68

7.94

11.3

018

.68

5.26

8.86

12.4

621

.33

8.86

12.4

621

.33

1424

2.46

4.27

7.94

11.3

018

.68

7.94

11.3

018

.68

5.19

8.86

12.4

621

.33

8.86

12.4

621

.33

1612

2.90

4.48

7.69

10.7

817

.63

7.69

10.7

817

.63

5.12

8.50

12.1

020

.53

8.50

12.1

020

.53

1616

2.54

4.33

7.69

10.7

817

.63

7.69

10.7

817

.63

5.12

8.50

12.1

020

.53

8.50

12.1

020

.53

1624

1.87

63.

61 7

6.95

10.4

917

.63

7.66

10.7

817

.63

4.46

8.03

12.1

020

.53

8.50

12.1

020

.53

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

200-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

.83

14.8

725

.72

10.8

314

.87

25.7

2

816

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

824

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

912

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

916

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

924

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

1012

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1016

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1024

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1212

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1216

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1224

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1412

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1416

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1424

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1612

5.83

9.60

13.1

022

.41

9.60

13.1

022

.41

1616

5.83

9.60

13.1

022

.41

9.60

13.1

022

.41

1624

5.33

9.43

13.1

022

.41

9.60

13.1

022

.41

15 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

8710

.99

7.87

10.9

93.

354.

928.

9412

.42

20.0

08.

9412

.42

20.0

0

816

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

824

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

912

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

.74

916

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

.74

924

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

.74

1012

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1016

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1024

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1212

2.84

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1216

2.84

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1224

2.65

4.13

7.37

10.3

27.

5210

.32

3.18

4.72

8.41

11.6

718

.82

8.56

11.6

718

.82

1412

2.77

4.02

7.25

9.90

7.25

9.90

3.22

4.59

8.29

11.2

118

.09

8.29

11.2

118

.09

1416

2.66

4.02

7.25

9.90

7.25

9.90

3.21

4.59

8.29

11.2

118

.09

8.29

11.2

118

.09

1424

2.18

3.88

6.88

9.90

7.25

9.90

2.71

4.59

7.91

11.2

118

.09

8.29

11.2

118

.09

1612

2.59

3.90

6.91

9.45

6.91

9.45

3.14

4.45

7.91

10.7

117

.29

7.91

10.7

117

.29

1616

2.27

3.89

6.91

9.45

6.91

9.45

2.81

4.45

7.91

10.7

117

.29

7.91

10.7

117

.29

1624

1.68

63.

296.

329.

426.

919.

452.

18 7

3.98

7.35

10.7

117

.29

7.91

10.7

117

.29

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

137-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

22.0

45.

699.

9213

.62

24.2

49.

9213

.62

24.2

4

816

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

824

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

912

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

916

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

924

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

1012

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1016

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1024

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1212

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1216

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1224

3.30

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1412

3.27

4.70

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1416

3.27

4.70

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1424

2.81

4.68

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1612

3.20

4.63

8.05

11.5

019

.13

8.05

11.5

019

.13

5.32

8.97

12.6

621

.79

8.97

12.6

621

.79

1616

2.90

4.63

8.05

11.5

019

.13

8.05

11.5

019

.13

5.32

8.97

12.6

621

.79

8.97

12.6

621

.79

1624

2.28

4.10

7.96

11.5

019

.13

8.05

11.5

019

.13

5.03

8.84

12.6

621

.79

8.97

12.6

621

.79

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

200-

(mils

)

5468

15 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

4511

.06

15.2

426

.42

11.0

615

.24

26.4

2

816

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

824

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

912

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

916

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

924

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

1012

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1016

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1024

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1212

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1216

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1224

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1412

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1416

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1424

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1612

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

1616

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

1624

5.95

10.0

913

.84

23.9

010

.09

13.8

423

.90

15 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

925S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

9811

.17

7.98

11.1

73.

384.

979.

0512

.61

20.3

89.

0512

.61

20.3

8

816

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

824

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

912

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

916

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

924

2.95

4.33

7.85

11.0

47.

9111

.04

3.36

4.93

8.88

12.4

620

.15

8.97

12.4

620

.15

1012

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

.90

8.89

12.3

119

.90

1016

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

.90

8.89

12.3

119

.90

1024

2.92

4.29

7.64

10.9

07.

8310

.90

3.33

4.89

8.67

12.2

319

.90

8.89

12.3

119

.90

1212

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1216

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1224

2.44

4.21

7.15

10.3

77.

6610

.58

2.96

4.80

8.17

11.6

919

.33

8.71

11.9

519

.33

1412

2.80

4.11

7.46

10.2

17.

4610

.21

3.25

4.68

8.51

11.5

418

.69

8.51

11.5

418

.69

1416

2.49

4.11

7.30

10.2

17.

4610

.21

3.03

4.68

8.32

11.5

418

.69

8.51

11.5

418

.69

1424

1.90

3.64

6.57

9.72

7.46

10.2

12.

424.

387.

5911

.04

18.6

98.

5111

.54

18.6

9

1612

2.44

4.00

7.16

9.80

7.16

9.80

2.99

4.56

8.18

11.0

917

.97

8.18

11.0

917

.97

1616

2.05

3.72

6.85

9.80

7.16

9.80

2.59

4.44

7.87

11.0

917

.97

8.18

11.0

917

.97

1624

1.22

62.

99 7

5.89

8.97

7.03

9.80

1.78

63.

686.

9110

.29

17.9

78.

1811

.09

17.9

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S13

7-(m

ils)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

824

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

924

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

1012

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1016

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1024

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1212

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1216

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1224

3.09

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.60

13.4

123

.64

9.67

13.4

123

.64

1412

3.32

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1416

3.14

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1424

2.53

4.42

8.18

12.2

320

.62

8.40

12.2

320

.62

5.42

9.01

13.1

923

.05

9.45

13.1

923

.05

1612

3.07

4.70

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

1616

2.68

4.55

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

1624

1.91

73.

757.

5111

.56

19.8

48.

2311

.84

19.8

44.

718.

3312

.93

22.4

19.

1912

.93

22.4

1

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S20

0-(m

ils)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

916

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

924

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1024

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1212

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1216

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1224

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1412

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1416

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1424

6.26

10.2

814

.56

25.3

810

.58

14.5

625

.38

1612

6.15

10.3

114

.18

24.6

110

.31

14.1

824

.61

1616

6.15

10.3

114

.18

24.6

110

.31

14.1

824

.61

1624

5.63

9.60

13.9

624

.61

10.3

114

.18

24.6

1

20 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

043.

075.

306.

925.

316.

922.

533.

646.

238.

0711

.61

6.23

8.07

11.6

1

816

1.77

62.

77 7

4.84

6.68

5.31

6.92

2.23

73.

415.

948.

0711

.61

6.23

8.07

11.6

1

824

1.27

62.

21 6

4.03

65.

75 7

4.81

66.

70 7

1.70

62.

83 6

5.07

77.

1210

.75

5.91

78.

0711

.61

912

1.68

62.

60 7

4.40

6.04

4.91

6.39

2.11

63.

215.

397.

3410

.63

5.76

7.47

10.6

3

916

1.38

62.

26 6

3.90

75.

474.

55 7

6.26

1.78

62.

85 6

4.86

76.

739.

995.

56 7

7.47

10.6

3

924

0.83

31.

65 3

3.04

64.

49 6

3.87

65.

49 6

1.20

32.

20 6

3.94

65.

68 6

8.64

4.82

66.

75 6

10.4

2

1012

1.33

62.

15 6

3.56

64.

964.

13 6

5.65

1.71

62.

70 6

4.43

76.

098.

955.

04 7

6.83

9.63

1016

1.01

31.

78 6

3.06

64.

38 6

3.72

65.

19 6

1.36

32.

30 6

3.88

65.

47 7

8.15

4.60

66.

34 7

9.58

1024

0.41

21.

14 3

2.20

33.

40 6

3.03

34.

40 6

0.75

21.

62 3

2.96

34.

41 6

6.79

63.

85 3

5.49

68.

58 6

1212

0.74

21.

36 3

2.23

33.

21 6

2.77

33.

86 6

1.02

31.

78 3

2.86

64.

04 6

5.97

73.

44 6

4.75

67.

12 7

1216

0.41

20.

98 2

1.76

32.

67 3

2.38

33.

43 3

0.66

21.

37 3

2.34

33.

45 6

5.23

63.

02 3

4.28

66.

56 6

1224

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08 2

0.96

21.

76 2

1.72

22.

69 2

-0.

68 2

1.47

22.

46 3

3.98

32.

31 2

3.47

35.

62 3

1412

0.31

20.

77 2

1.31

21.

97 3

1.79

22.

54 3

0.51

21.

08 2

1.76

32.

57 3

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TE

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note

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Def

lect

ion

exce

eds

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0

1. L

ater

al a

nd a

xial

load

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r st

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th d

eter

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n 2

Def

lect

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0

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kip

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ud3

Def

lect

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0

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side

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r ax

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oad

dete

rmin

iatio

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Def

lect

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0

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able

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sed

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cing

of e

ach

flang

e fo

r fle

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l cal

cula

tion

6 D

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ctio

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ceed

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able

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sed

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rs w

ith r

estr

aine

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ds in

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ced

fram

es, C

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ctio

n ex

ceed

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20 p

sf L

ater

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oad

5468

97

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si

97

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250-

(mils

)

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ksi

97

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(mils

)

5468

CO

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INE

D A

XIA

L A

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RA

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9733

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note

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Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

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tiplie

d by

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5 fo

r st

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th d

eter

min

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n 2

Def

lect

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0

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llow

able

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kip

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Def

lect

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0

3. E

ffec

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area

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side

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r ax

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dete

rmin

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n 4

Def

lect

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0

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llow

able

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sed

on c

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uous

bra

cing

of e

ach

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e fo

r fle

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l cal

cula

tion

6 D

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ctio

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llow

able

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ds in

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ced

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es, C

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ctio

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ceed

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RA

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300-

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5468

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ater

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97

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si

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

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5 fo

r st

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th d

eter

min

atio

n 2

Def

lect

ion

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L/24

0

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llow

able

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al lo

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kip

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Def

lect

ion

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eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

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hole

s in

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r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

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eds

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0

4. A

llow

able

load

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sed

on c

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uous

bra

cing

of e

ach

flang

e fo

r fle

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l cal

cula

tion

6 D

efle

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ceed

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600

5. A

llow

able

load

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sed

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rs w

ith r

estr

aine

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ds in

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ced

fram

es, C

m=0

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ctio

n ex

ceed

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720

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ng

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CO

MB

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XIA

L A

ND

LA

TE

RA

L LO

AD

TA

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9733

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137-

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)

5468

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ater

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5468

97

33 k

si

97

33 k

si

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162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

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eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

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ud3

Def

lect

ion

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0

3. E

ffec

tive

area

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side

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hole

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web

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r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

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eds

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0

4. A

llow

able

load

s ba

sed

on c

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uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

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ng

Hei

ght

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122.

864.

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949.

5814

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74.

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7910

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69.

68 6

4.43

36.

66 6

11.3

8 6

1412

0.93

21.

71 3

2.97

64.

32 6

6.72

73.

47 6

5.02

66.

72 7

2.34

33.

81 6

5.61

68.

754.

45 6

6.21

69.

85

1416

0.52

21.

22 2

2.39

33.

67 3

5.92

62.

96 3

4.47

35.

92 6

1.81

33.

15 3

4.88

67.

87 6

3.89

35.

57 6

9.14

6

1424

-0.

02 2

1.41

22.

57 2

4.58

32.

11 2

3.56

24.

58 3

0.91

22.

05 2

3.64

36.

39 6

2.95

24.

49 3

7.94

6

1612

0.47

21.

04 2

1.91

32.

91 3

4.63

62.

36 3

3.54

34.

63 6

1.55

22.

56 3

3.88

36.

17 6

3.14

34.

42 3

7.15

6

1616

-0.

57 2

1.39

22.

33 2

3.92

31.

90 2

3.05

23.

92 3

1.04

21.

95 2

3.22

35.

39 6

2.63

23.

84 3

6.51

6

1624

--

0.20

21.

34 2

2.73

21.

14 2

2.23

22.

73 2

-0.

94 2

2.11

24.

07 3

1.77

22.

87 2

5.45

3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

200-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

438.

8711

.84

19.5

08.

8711

.84

19.5

0

816

5.43

8.87

11.8

419

.50

8.87

11.8

419

.50

824

5.32

8.87

11.8

419

.50

8.87

11.8

419

.50

912

5.28

8.52

11.3

518

.54

8.52

11.3

518

.54

916

5.28

8.52

11.3

518

.54

8.52

11.3

518

.54

924

4.62

7.91

11.2

318

.54

8.52

11.3

518

.54

1012

5.11

8.15

10.5

317

.55

8.15

10.5

317

.55

1016

4.71

7.82

10.5

317

.55

8.15

10.5

317

.55

1024

3.89

66.

71 7

9.46

16.9

67.

59 7

10.5

116

.96

1212

4.00

76.

439.

0714

.89

7.08

9.84

14.8

9

1216

3.45

65.

71 6

8.24

13.8

56.

48 6

9.19

13.8

5

1224

2.51

34.

49 6

6.82

612

.10

75.

45 6

8.01

612

.10

7

1412

2.91

64.

65 6

6.73

710

.77

5.30

67.

54 7

10.7

7

1416

2.34

33.

94 6

5.91

69.

81 7

4.70

66.

85 6

9.81

7

1424

1.37

22.

76 3

4.53

38.

19 6

3.69

35.

68 3

8.19

6

1612

2.01

33.

28 3

4.74

67.

71 6

3.90

35.

48 6

7.71

6

1616

1.45

22.

62 3

3.99

36.

85 6

3.33

34.

85 3

6.85

6

1624

0.14

21.

50 2

2.74

25.

42 3

2.38

23.

79 2

5.42

3

20 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

400S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

653.

806.

899.

246.

899.

243.

074.

387.

9310

.57

16.4

37.

9310

.57

16.4

3

816

2.65

3.80

6.89

9.24

6.89

9.24

3.07

4.38

7.93

10.5

716

.43

7.93

10.5

716

.43

824

2.43

3.80

6.80

9.24

6.89

9.24

2.95

4.38

7.87

10.5

716

.43

7.93

10.5

716

.43

912

2.60

3.72

6.65

8.91

6.65

8.91

3.05

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

916

2.52

3.72

6.65

8.91

6.65

8.91

3.05

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

924

2.09

73.

416.

368.

916.

658.

912.

614.

137.

4310

.21

15.8

67.

6810

.21

15.8

6

1012

2.51

3.62

6.39

8.57

6.39

8.57

3.00

4.17

7.39

9.82

15.2

67.

399.

8215

.26

1016

2.24

3.52

6.39

8.57

6.39

8.57

2.76

4.17

7.39

9.82

15.2

67.

399.

8215

.26

1024

1.73

62.

95 7

5.55

8.02

6.39

8.57

2.22

63.

646.

779.

6115

.26

7.39

9.82

15.2

6

1212

1.98

63.

135.

517.

775.

837.

822.

45 7

3.78

6.63

8.98

13.9

36.

758.

9813

.93

1216

1.63

62.

73 6

4.92

77.

085.

69 7

7.82

2.08

63.

37 7

6.01

8.51

13.9

36.

758.

9813

.93

1224

1.00

32.

01 6

3.88

65.

87 6

4.89

67.

11 6

1.40

32.

61 6

4.90

67.

23 7

12.5

05.

97 6

8.54

713

.93

1412

1.43

62.

41 6

4.17

66.

014.

88 6

6.88

1.83

62.

99 6

5.12

77.

2612

.00

5.87

78.

0912

.52

1416

1.03

31.

96 3

3.53

65.

26 6

4.37

66.

30 6

1.40

32.

51 6

4.43

66.

46 7

10.9

85.

33 6

7.57

712

.40

1424

0.01

21.

16 2

2.43

33.

98 6

3.50

35.

29 6

0.55

21.

65 3

3.25

35.

09 6

9.24

64.

39 3

6.49

611

.02

6

1612

0.93

31.

75 3

3.02

64.

48 6

3.74

65.

37 6

1.26

32.

24 3

3.79

65.

51 6

9.28

4.56

66.

46 6

10.4

9

1616

0.52

21.

27 2

2.39

33.

73 6

3.23

34.

77 6

0.81

21.

73 3

3.11

34.

71 6

8.27

64.

01 3

5.82

69.

68 6

1624

-0.

08 2

1.31

22.

47 3

2.35

23.

76 3

-0.

84 2

1.94

23.

36 3

6.57

63.

06 2

4.74

38.

30 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

137-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

154.

457.

8111

.26

18.3

77.

8111

.26

18.3

75.

208.

8612

.17

20.7

68.

8612

.17

20.7

6

816

3.15

4.45

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

824

3.09

4.45

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

912

3.10

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

916

3.10

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

924

2.73

4.29

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

1012

3.05

4.34

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1016

2.88

4.34

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1024

2.35

73.

847.

2310

.61

17.1

07.

5210

.61

17.1

04.

778.

4411

.75

19.7

28.

4411

.75

19.7

2

1212

2.60

4.10

7.18

9.91

15.6

77.

189.

9115

.67

4.84

7.94

11.2

618

.49

7.94

11.2

618

.49

1216

2.23

63.

676.

709.

8115

.67

7.18

9.91

15.6

74.

517.

7611

.26

18.4

97.

9411

.26

18.4

9

1224

1.55

62.

86 6

5.59

68.

5114

.75

6.43

69.

6914

.75

3.70

66.

62 7

10.3

218

.36

7.58

711

.26

18.4

9

1412

2.01

63.

33 7

5.86

8.60

14.0

46.

469.

2014

.04

4.12

76.

8810

.31

16.7

37.

3910

.48

16.7

3

1416

1.58

32.

81 6

5.15

67.

76 7

12.9

85.

88 6

8.80

712

.98

3.58

66.

14 7

9.43

16.1

96.

98 7

10.2

916

.73

1424

0.76

21.

87 3

3.92

66.

31 6

11.1

5 7

4.85

67.

63 6

11.1

5 7

2.62

34.

85 6

7.90

614

.23

5.93

69.

00 6

16.0

4

1612

1.45

32.

55 6

4.50

66.

63 7

11.0

15.

15 6

7.53

711

.01

3.28

65.

43 6

8.25

13.7

96.

19 6

9.02

14.9

1

1616

0.97

21.

98 3

3.77

65.

78 6

9.94

74.

52 6

6.84

69.

94 7

2.67

64.

64 6

7.32

612

.62

5.54

68.

23 6

14.0

9

1624

-0.

98 2

2.52

34.

34 3

8.13

63.

46 3

5.64

38.

13 6

1.63

33.

30 3

5.74

610

.66

64.

42 3

6.87

612

.47

6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

200-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

959.

9813

.55

23.0

89.

9813

.55

23.0

8

816

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

824

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

912

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

916

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

924

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

1012

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1016

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1024

5.68

9.54

12.9

121

.80

9.54

12.9

121

.80

1212

5.54

9.02

12.1

720

.40

9.02

12.1

720

.40

1216

5.38

9.02

12.1

720

.40

9.02

12.1

720

.40

1224

4.53

77.

9611

.57

20.4

08.

9212

.17

20.4

0

1412

4.93

8.18

11.1

418

.97

8.44

11.1

418

.97

1416

4.36

77.

4010

.49

18.9

78.

2611

.14

18.9

7

1424

3.34

66.

03 6

8.92

717

.04

7.14

610

.26

717

.04

1612

3.99

66.

58 7

9.47

16.5

37.

36 7

10.4

616

.53

1616

3.35

65.

73 6

8.48

715

.28

6.66

69.

64 7

15.2

8

1624

2.23

34.

28 3

6.79

613

.16

65.

45 3

8.24

613

.16

6

20 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

713.

917.

099.

617.

099.

613.

124.

508.

1410

.96

17.1

78.

1410

.96

17.1

7

816

2.71

3.91

7.09

9.61

7.09

9.61

3.12

4.50

8.14

10.9

617

.17

8.14

10.9

617

.17

824

2.63

3.91

7.04

9.61

7.09

9.61

3.12

4.50

8.10

10.9

617

.17

8.14

10.9

617

.17

912

2.67

3.84

6.93

9.32

6.93

9.32

3.10

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

916

2.67

3.84

6.93

9.32

6.93

9.32

3.10

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

924

2.32

3.73

6.65

9.32

6.93

9.32

2.84

4.41

7.71

10.6

516

.68

7.98

10.6

516

.68

1012

2.62

3.75

6.70

9.01

6.70

9.01

3.07

4.31

7.72

10.3

016

.14

7.72

10.3

016

.14

1016

2.46

3.75

6.70

9.01

6.70

9.01

3.00

4.31

7.72

10.3

016

.14

7.72

10.3

016

.14

1024

1.99

73.

316.

208.

976.

709.

012.

50 7

4.02

7.27

10.3

016

.14

7.72

10.3

016

.14

1212

2.23

73.

486.

208.

346.

208.

342.

744.

107.

159.

5514

.95

7.15

9.55

14.9

5

1216

1.90

63.

11 7

5.66

8.10

6.20

8.34

2.39

73.

786.

839.

5514

.95

7.15

9.55

14.9

5

1224

1.29

32.

42 6

4.63

66.

91 7

5.63

68.

12 7

1.73

63.

06 6

5.75

78.

3814

.41

6.79

79.

5514

.95

1412

1.71

62.

80 6

4.92

77.

055.

62 7

7.61

2.14

63.

42 7

5.96

8.42

13.6

66.

548.

7413

.66

1416

1.32

32.

36 6

4.27

66.

29 7

5.12

67.

34 7

1.73

62.

95 6

5.27

77.

6212

.93

6.17

78.

7313

.66

1424

0.50

21.

56 3

3.14

34.

97 6

4.24

36.

32 6

0.98

32.

11 3

4.07

66.

22 6

11.1

4 7

5.23

67.

65 6

12.9

6 7

1612

1.21

32.

14 6

3.73

65.

47 6

4.47

66.

40 6

1.57

32.

68 6

4.60

66.

63 7

11.1

75.

40 6

7.62

712

.31

1616

0.78

21.

65 3

3.06

64.

68 6

3.94

65.

78 6

1.12

32.

16 3

3.88

65.

79 6

10.0

9 7

4.83

66.

96 6

11.6

0 7

1624

-0.

80 2

1.91

33.

33 3

3.02

34.

71 3

-1.

25 2

2.65

34.

35 3

8.26

63.

84 3

5.82

310

.13

6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

137-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

214.

538.

0011

.63

19.1

48.

0011

.63

19.1

45.

319.

0912

.47

21.4

89.

0912

.47

21.4

8

816

3.21

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

824

3.21

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

912

3.17

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

916

3.17

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

924

2.95

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

1012

3.12

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1016

3.09

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1024

2.60

4.19

7.75

11.0

518

.02

7.75

11.0

518

.02

5.14

8.72

12.1

120

.55

8.72

12.1

120

.55

1212

2.84

4.34

7.45

10.4

116

.74

7.45

10.4

116

.74

4.99

8.28

11.6

819

.55

8.28

11.6

819

.55

1216

2.49

74.

047.

4010

.41

16.7

47.

4510

.41

16.7

44.

938.

2811

.68

19.5

58.

2811

.68

19.5

5

1224

1.84

63.

29 6

6.35

9.64

16.7

47.

1510

.41

16.7

44.

17 7

7.46

11.4

219

.55

8.28

11.6

819

.55

1412

2.29

63.

776.

699.

7515

.34

7.05

9.75

15.3

44.

587.

7211

.14

18.0

87.

7911

.14

18.0

8

1416

1.86

63.

26 6

6.00

78.

9315

.09

6.72

79.

7515

.09

4.07

77.

0110

.74

18.0

87.

7911

.14

18.0

8

1424

1.09

32.

35 6

4.76

67.

48 6

13.2

35.

71 6

8.80

613

.23

3.13

65.

74 6

9.23

716

.61

6.82

610

.34

718

.08

1612

1.73

63.

01 6

5.33

77.

8913

.10

5.99

78.

8213

.10

3.78

66.

239.

5716

.21

6.98

10.2

916

.40

1616

1.25

32.

44 6

4.57

67.

00 6

11.9

75.

36 6

8.10

611

.97

3.18

65.

45 6

8.62

714

.99

6.35

69.

56 7

16.4

0

1624

0.01

21.

43 3

3.27

35.

47 6

10.0

3 6

4.27

36.

86 6

10.0

3 6

2.13

34.

09 6

6.99

612

.91

75.

24 6

8.18

614

.83

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

200-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

824

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

924

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

1012

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1016

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1024

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1212

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1216

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1224

5.04

8.86

12.7

121

.46

9.38

12.7

121

.46

1412

5.43

8.86

11.9

720

.13

8.86

11.9

720

.13

1416

4.89

8.35

11.9

520

.13

8.86

11.9

720

.13

1424

3.91

67.

01 7

10.4

019

.45

8.10

711

.74

19.4

5

1612

4.55

77.

5710

.72

18.8

28.

3011

.10

18.8

2

1616

3.92

66.

72 7

9.75

17.9

07.

66 7

10.8

917

.90

1624

2.81

35.

24 6

8.04

615

.68

6.45

69.

51 6

15.6

8

20 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

6510

.60

7.65

10.6

03.

284.

808.

7112

.01

19.2

08.

7112

.01

19.2

0

816

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

824

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

912

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

916

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

924

2.83

4.15

7.42

10.4

27.

5510

.42

3.25

4.74

8.46

11.8

118

.87

8.61

11.8

118

.87

1012

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1016

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1024

2.57

4.10

7.12

10.2

17.

4510

.21

3.08

4.68

8.16

11.5

818

.52

8.50

11.5

818

.52

1212

2.75

3.97

7.18

9.76

7.18

9.76

3.18

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1216

2.51

3.97

7.18

9.76

7.18

9.76

3.05

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1224

1.98

3.66

6.44

9.51

7.18

9.76

2.50

4.38

7.48

10.8

517

.72

8.22

11.0

817

.72

1412

2.38

3.83

6.80

9.25

6.80

9.25

2.93

4.39

7.80

10.5

116

.83

7.80

10.5

116

.83

1416

2.03

73.

616.

649.

256.

809.

252.

554.

307.

6910

.51

16.8

37.

8010

.51

16.8

3

1424

1.36

62.

94 6

5.63

8.45

6.68

9.25

1.84

63.

61 7

6.67

9.96

16.8

37.

8010

.51

16.8

3

1612

1.95

73.

436.

208.

706.

398.

702.

44 7

4.09

7.33

9.90

15.8

67.

339.

9015

.86

1616

1.52

63.

00 6

5.56

8.14

6.39

8.70

1.98

63.

64 7

6.68

9.62

15.8

67.

339.

9015

.86

1624

0.51

32.

20 6

4.38

66.

77 7

5.52

68.

17 7

1.06

32.

80 6

5.43

68.

18 7

14.6

86.

64 6

9.65

715

.86

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

137-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

.62

21.2

28.

5112

.62

21.2

25.

589.

6913

.29

23.4

69.

6913

.29

23.4

6

816

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

824

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

912

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

916

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

924

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

1012

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1016

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1024

3.21

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1212

3.25

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1216

3.15

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1224

2.60

4.45

8.10

11.7

919

.64

8.16

11.7

919

.64

5.38

8.99

12.7

822

.11

9.18

12.7

822

.11

1412

3.01

4.56

7.94

11.3

018

.68

7.94

11.3

018

.68

5.26

8.86

12.4

621

.33

8.86

12.4

621

.33

1416

2.64

4.46

7.94

11.3

018

.68

7.94

11.3

018

.68

5.26

8.86

12.4

621

.33

8.86

12.4

621

.33

1424

1.93

63.

727.

3111

.21

18.6

87.

9411

.30

18.6

84.

648.

2212

.46

21.3

38.

8612

.46

21.3

3

1612

2.54

4.33

7.69

10.7

817

.63

7.69

10.7

817

.63

5.12

8.50

12.1

020

.53

8.50

12.1

020

.53

1616

2.09

63.

847.

2710

.78

17.6

37.

6910

.78

17.6

34.

708.

3612

.10

20.5

38.

5012

.10

20.5

3

1624

1.18

62.

94 6

6.04

79.

4216

.97

6.93

710

.75

16.9

73.

78 6

7.10

711

.19

20.5

38.

08 7

12.1

020

.53

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

200-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

.83

14.8

725

.72

10.8

314

.87

25.7

2

816

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

824

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

912

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

916

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

924

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

1012

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1016

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1024

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1212

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1216

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1224

6.12

10.2

814

.11

24.3

910

.30

14.1

124

.39

1412

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1416

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1424

5.53

9.51

13.6

423

.43

9.97

13.6

423

.43

1612

5.83

9.60

13.1

022

.41

9.60

13.1

022

.41

1616

5.58

9.60

13.1

022

.41

9.60

13.1

022

.41

1624

4.61

78.

4612

.50

22.4

19.

4113

.10

22.4

1

20 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

8710

.99

7.87

10.9

93.

354.

928.

9412

.42

20.0

08.

9412

.42

20.0

0

816

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

824

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

912

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

.74

916

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

.74

924

2.92

4.27

7.71

10.8

47.

7910

.84

3.32

4.87

8.75

12.2

619

.74

8.86

12.2

619

.74

1012

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1016

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1024

2.81

4.23

7.48

10.6

87.

7110

.68

3.30

4.83

8.51

12.0

319

.46

8.76

12.0

819

.46

1212

2.84

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1216

2.77

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1224

2.29

4.06

6.92

10.1

07.

5210

.32

2.81

4.72

7.95

11.4

218

.82

8.56

11.6

718

.82

1412

2.66

4.02

7.25

9.90

7.25

9.90

3.21

4.59

8.29

11.2

118

.09

8.29

11.2

118

.09

1416

2.34

4.02

7.09

9.90

7.25

9.90

2.88

4.59

8.12

11.2

118

.09

8.29

11.2

118

.09

1424

1.72

73.

426.

279.

377.

259.

902.

234.

137.

3010

.69

18.0

98.

2911

.21

18.0

9

1612

2.27

3.89

6.91

9.45

6.91

9.45

2.81

4.45

7.91

10.7

117

.29

7.91

10.7

117

.29

1616

1.87

73.

496.

599.

456.

919.

452.

394.

187.

6210

.71

17.2

97.

9110

.71

17.2

9

1624

0.99

62.

73 6

5.51

78.

536.

54 7

9.45

1.54

63.

39 7

6.54

9.86

17.2

97.

7610

.71

17.2

9

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

137-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

22.0

45.

699.

9213

.62

24.2

49.

9213

.62

24.2

4

816

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

824

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

912

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

916

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

924

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

1012

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1016

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1024

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1212

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1216

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1224

2.93

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.43

13.2

123

.15

9.52

13.2

123

.15

1412

3.27

4.70

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1416

2.98

4.70

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1424

2.33

4.19

7.91

11.9

320

.00

8.26

11.9

320

.00

5.16

8.80

12.9

622

.49

9.26

12.9

622

.49

1612

2.90

4.63

8.05

11.5

019

.13

8.05

11.5

019

.13

5.32

8.97

12.6

621

.79

8.97

12.6

621

.79

1616

2.48

4.32

8.05

11.5

019

.13

8.05

11.5

019

.13

5.25

8.97

12.6

621

.79

8.97

12.6

621

.79

1624

1.67

63.

48 7

7.16

11.1

519

.13

7.87

11.5

019

.13

4.40

8.06

12.6

621

.79

8.97

12.6

621

.79

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

200-

(mils

)

5468

20 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

4511

.06

15.2

426

.42

11.0

615

.24

26.4

2

816

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

824

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

912

6.41

10.9

715

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26.2

510

.97

15.1

126

.25

916

6.41

10.9

715

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26.2

510

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15.1

126

.25

924

6.41

10.9

715

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26.2

510

.97

15.1

126

.25

1012

6.37

10.8

814

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26.0

610

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14.9

726

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1016

6.37

10.8

814

.97

26.0

610

.88

14.9

726

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1024

6.37

10.8

814

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26.0

610

.88

14.9

726

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1212

6.28

10.6

514

.64

25.5

410

.65

14.6

425

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1216

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1224

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1412

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1416

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1424

6.10

10.0

814

.26

24.7

610

.38

14.2

624

.76

1612

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

1616

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

1624

5.30

9.35

13.5

723

.90

10.0

913

.84

23.9

0

20 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

925S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

9811

.17

7.98

11.1

73.

384.

979.

0512

.61

20.3

89.

0512

.61

20.3

8

816

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

824

2.97

4.37

7.86

11.1

77.

9811

.17

3.38

4.97

8.89

12.4

820

.38

9.05

12.6

120

.38

912

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

916

2.95

4.33

7.91

11.0

47.

9111

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3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

924

2.94

4.33

7.63

10.9

17.

9111

.04

3.36

4.93

8.65

12.2

220

.15

8.97

12.4

620

.15

1012

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

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8.89

12.3

119

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1016

2.93

4.29

7.83

10.9

07.

8310

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3.33

4.89

8.86

12.3

119

.90

8.89

12.3

119

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1024

2.69

4.29

7.36

10.6

17.

8310

.90

3.22

4.89

8.39

11.9

219

.90

8.89

12.3

119

.90

1212

2.88

4.21

7.66

10.5

87.

6610

.58

3.28

4.80

8.71

11.9

519

.33

8.71

11.9

519

.33

1216

2.67

4.21

7.42

10.5

87.

6610

.58

3.19

4.80

8.44

11.9

519

.33

8.71

11.9

519

.33

1224

2.11

3.92

6.75

9.92

7.66

10.5

82.

624.

677.

7711

.24

19.3

38.

7111

.95

19.3

3

1412

2.57

4.11

7.39

10.2

17.

4610

.21

3.11

4.68

8.42

11.5

418

.69

8.51

11.5

418

.69

1416

2.19

3.94

6.93

10.1

37.

4610

.21

2.72

4.67

7.96

11.4

418

.69

8.51

11.5

418

.69

1424

1.35

73.

226.

029.

117.

4610

.21

1.92

73.

947.

0410

.43

18.6

98.

5111

.54

18.6

9

1612

2.15

3.82

6.97

9.80

7.16

9.80

2.69

4.53

7.99

11.0

917

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8.18

11.0

917

.97

1616

1.68

73.

356.

379.

517.

169.

802.

20 7

4.05

7.39

10.8

217

.97

8.18

11.0

917

.97

1624

0.46

62.

46 6

5.18

78.

176.

46 7

9.80

1.02

63.

14 7

6.19

9.50

17.5

97.

7111

.09

17.9

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S13

7-(m

ils)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

824

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

924

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

1012

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1016

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1024

3.34

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.81

13.6

124

.17

9.87

13.6

124

.17

1212

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1216

3.32

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1224

2.75

4.66

8.36

12.5

021

.31

8.56

12.6

021

.31

5.60

9.19

13.4

123

.64

9.67

13.4

123

.64

1412

3.22

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1416

2.83

4.73

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.38

13.1

923

.05

9.45

13.1

923

.05

1424

2.04

3.96

7.63

11.7

020

.62

8.40

12.2

320

.62

4.96

8.46

13.1

923

.05

9.45

13.1

923

.05

1612

2.78

4.65

8.23

11.8

419

.84

8.23

11.8

419

.84

5.42

9.19

12.9

322

.41

9.19

12.9

322

.41

1616

2.29

4.15

7.99

11.8

419

.84

8.23

11.8

419

.84

5.10

8.81

12.9

322

.41

9.19

12.9

322

.41

1624

1.15

63.

18 7

6.80

10.7

819

.56

7.71

11.8

419

.56

4.13

7.61

12.3

622

.41

9.04

12.9

322

.41

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S20

0-(m

ils)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

916

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

924

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1024

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1212

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1216

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1224

6.35

10.4

614

.86

26.0

610

.81

14.8

926

.06

1412

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1416

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1424

5.90

9.72

14.0

925

.38

10.5

814

.56

25.3

8

1612

6.15

10.3

114

.18

24.6

110

.31

14.1

824

.61

1616

6.04

10.0

814

.18

24.6

110

.31

14.1

824

.61

1624

5.04

8.87

13.2

024

.61

10.3

114

.18

24.6

1

25 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

83 6

2.84

4.95

6.81

5.31

6.92

2.31

73.

496.

068.

0711

.61

6.23

8.07

11.6

1

816

1.51

62.

48 6

4.42

76.

205.

12 7

6.92

1.96

63.

11 7

5.49

7.60

11.3

76.

238.

0711

.61

824

0.93

31.

84 6

3.48

65.

13 6

4.38

66.

22 6

1.34

32.

43 6

4.49

66.

46 7

9.90

5.45

67.

62 7

11.6

1

912

1.45

62.

34 6

4.02

75.

614.

64 7

6.37

1.86

62.

93 7

4.99

6.87

10.1

85.

667.

4710

.63

916

1.09

31.

95 6

3.45

64.

96 7

4.19

65.

86 7

1.48

32.

51 6

4.38

66.

18 7

9.29

5.18

67.

15 7

10.6

3

924

0.36

21.

24 3

2.48

33.

85 6

3.42

34.

98 6

0.80

21.

76 3

3.33

64.

98 6

7.75

74.

34 6

6.21

69.

77 7

1012

1.09

31.

87 6

3.18

64.

52 6

3.82

65.

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78 1

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

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162-

(mils

)

50 k

si50

ksi

97

362S

137-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

463.

806.

608.

9613

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8.96

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44.

537.

3610

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47.

3610

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4

816

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416.

178.

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29 7

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9

924

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00 3

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35 6

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97 6

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77 7

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9

1012

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4.75

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23 6

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10 6

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03 6

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94 6

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41 7

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2

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82 6

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78 3

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62 6

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78 6

6.28

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72 6

7.22

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7

1212

0.91

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73 3

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51 6

6.80

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63 6

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80 7

2.36

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95 6

5.90

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62 6

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0.47

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80 3

5.90

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90 6

1.80

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24 3

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99 6

4.02

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84 6

9.58

6

1224

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60 2

4.40

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15 2

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34 6

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66 3

8.29

6

1412

0.36

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94 2

1.85

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3.52

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40 6

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01 6

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42 3

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6

1416

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3.62

31.

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14 3

2.58

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80 3

6.55

3

1424

--

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21.

00 1

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22.

29 2

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46 2

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67 2

1.64

22.

75 2

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1612

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45 2

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99 3

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3

1616

--

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01 1

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12 2

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22.

40 2

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2

1624

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0.97

2-

1.08

10.

97 2

--

0.77

11.

94 2

0.70

11.

48 1

3.45

2

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

250-

(mils

)

50 k

si50

ksi

97

362S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

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(ft.

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c.8

125.

228.

4311

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68.

4311

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17.9

6

816

5.11

8.43

11.1

817

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8.43

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817

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824

4.34

77.

5310

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17.9

68.

3711

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17.9

6

912

4.90

8.03

10.6

116

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8.03

10.6

116

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924

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17 7

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57.

12 7

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415

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5815

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4

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17 7

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96 7

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2

1024

2.70

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89 6

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50 6

12.9

2

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2.96

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7.00

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87 7

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4

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2.35

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06 6

6.12

610

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74.

87 6

7.13

610

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7

1224

1.32

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78 3

4.63

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28 6

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87 3

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1412

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20 3

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54 6

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6

1416

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66 6

3.24

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85 3

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6

1424

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06 3

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70 2

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3

1612

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16 6

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77 3

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6

1616

0.56

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36 2

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33 3

2.04

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16 2

4.33

3

1624

--

1.16

22.

93 2

1.12

12.

15 2

2.93

2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

50 k

si

97

362S

300-

(mils

)

5468

25 p

sf L

ater

al L

oad

97

33 k

si

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

103.

235.

747.

555.

757.

552.

623.

856.

718.

7613

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7

816

1.80

62.

89 7

5.22

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7.55

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73.

566.

398.

7613

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7

824

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62.

26 6

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18 6

7.32

1.69

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91 6

5.40

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6.35

78.

7613

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1.75

62.

76 7

4.82

6.72

5.39

7.07

2.20

63.

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916

1.40

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37 6

4.25

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055.

00 7

6.97

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62.

99 6

5.29

77.

4311

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6.10

78.

2212

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0.77

31.

66 3

3.23

64.

89 6

4.21

66.

08 6

1.15

32.

24 6

4.21

66.

19 6

10.1

15.

25 6

7.45

611

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1012

1.38

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29 6

3.96

65.

594.

62 6

6.41

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62.

88 6

4.92

76.

8510

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6511

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31.

86 6

3.35

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90 6

4.14

65.

87 6

1.38

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42 6

4.27

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11 7

9.68

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14 7

11.1

8

1024

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11 3

2.32

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70 6

3.31

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92 6

0.62

21.

62 3

3.15

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83 6

8.07

64.

22 3

6.13

69.

96 6

1212

0.74

21.

44 3

2.50

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69 6

3.17

34.

51 6

1.05

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3.22

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64 6

7.29

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95 6

5.53

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56 7

1216

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1224

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65 3

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1416

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55 2

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4.03

32.

17 2

3.28

25.

36 3

1424

--

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0.88

11.

70 2

--

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2.64

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35 2

2.36

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1612

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24.

17 3

1616

--

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0.90

11.

56 2

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21.

25 2

2.42

21.

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2.10

23.

60 2

1624

--

--

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80 1

--

--

1.20

20.

56 1

1.27

12.

64 2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

137-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

744.

056.

949.

5814

.87

6.94

9.58

14.8

74.

727.

7910

.79

17.5

87.

7910

.79

17.5

8

816

2.43

3.81

6.93

9.58

14.8

76.

949.

5814

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4.71

7.79

10.7

917

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7.79

10.7

917

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824

1.84

63.

13 7

5.99

8.96

14.7

66.

689.

5814

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4.03

7.13

10.7

017

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7.79

10.7

917

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912

2.36

73.

726.

619.

1413

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6.72

9.14

13.8

84.

567.

4610

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16.6

67.

4610

.47

16.6

6

916

1.99

63.

28 7

6.00

8.72

13.8

86.

609.

1413

.88

4.12

7.05

10.4

716

.66

7.46

10.4

716

.66

924

1.31

32.

48 6

4.91

67.

46 7

12.3

05.

70 6

8.59

712

.30

3.31

65.

93 7

9.23

15.7

86.

84 7

10.1

316

.66

1012

1.97

63.

22 7

5.67

8.18

12.7

16.

218.

7012

.71

4.01

6.68

9.92

15.4

77.

1110

.00

15.4

7

1016

1.55

62.

72 6

5.00

67.

4011

.72

5.65

68.

3611

.72

3.50

65.

98 7

9.10

14.9

56.

75 7

9.87

15.4

7

1024

0.81

31.

84 3

3.84

66.

05 6

10.0

2 7

4.67

67.

26 6

10.0

2 7

2.60

64.

77 6

7.68

613

.11

5.76

68.

66 6

15.0

4

1212

1.23

32.

20 6

3.91

65.

72 6

8.94

4.50

66.

56 6

8.94

2.91

64.

80 6

7.26

711

.53

5.51

67.

96 7

12.8

6

1216

0.77

21.

65 3

3.22

34.

93 6

7.96

63.

90 3

5.91

67.

96 6

2.32

34.

05 6

6.39

610

.45

74.

88 6

7.20

612

.00

7

1224

-0.

58 2

2.05

23.

60 3

6.31

62.

89 2

4.80

36.

31 6

1.32

22.

78 3

4.92

38.

64 6

3.82

35.

93 3

10.5

4 6

1412

0.62

21.

34 2

2.53

33.

82 3

6.11

63.

08 3

4.60

36.

11 6

1.93

33.

31 3

5.05

68.

08 6

4.02

35.

72 6

9.30

6

1416

-0.

79 2

1.88

23.

09 3

5.21

62.

52 2

3.99

35.

21 6

1.34

22.

57 3

4.23

37.

09 6

3.39

35.

00 3

8.51

6

1424

--

0.78

21.

86 2

3.72

31.

57 2

2.97

23.

72 3

-1.

33 2

2.85

25.

43 3

2.34

23.

80 2

7.17

3

1612

-0.

68 2

1.51

22.

46 2

4.09

32.

01 2

3.16

24.

09 3

1.16

22.

10 2

3.37

35.

57 6

2.75

23.

97 3

6.66

6

1616

--

0.93

21.

81 2

3.30

31.

50 2

2.62

23.

30 3

0.58

21.

42 2

2.64

24.

69 3

2.17

23.

33 2

5.96

3

1624

--

-0.

39 1

1.97

20.

65 1

1.70

11.

97 2

--

1.40

23.

22 2

1.21

12.

25 2

4.77

2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

200-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

438.

8711

.84

19.5

08.

8711

.84

19.5

0

816

5.43

8.87

11.8

419

.50

8.87

11.8

419

.50

824

4.90

8.51

11.8

419

.50

8.87

11.8

419

.50

912

5.28

8.52

11.3

518

.54

8.52

11.3

518

.54

916

4.97

8.40

11.3

518

.54

8.52

11.3

518

.54

924

4.11

77.

2310

.45

18.5

38.

1511

.35

18.5

3

1012

4.82

7.98

10.5

317

.55

8.15

10.5

317

.55

1016

4.29

77.

2410

.06

17.5

58.

0310

.53

17.5

5

1024

3.32

65.

95 6

8.63

715

.85

6.97

69.

84 7

15.8

5

1212

3.59

65.

88 7

8.43

14.1

06.

62 7

9.36

14.1

0

1216

2.96

65.

08 6

7.50

612

.93

5.94

68.

57 6

12.9

3

1224

1.88

33.

70 3

5.91

610

.97

64.

78 3

7.24

610

.97

6

1412

2.48

34.

11 6

6.10

610

.03

74.

85 6

7.01

610

.03

7

1416

1.83

33.

32 3

5.18

68.

96 6

4.17

36.

24 6

8.96

6

1424

0.40

21.

99 2

3.64

37.

16 3

3.03

24.

93 3

7.16

3

1612

1.58

22.

78 3

4.17

37.

06 6

3.47

35.

00 3

7.06

6

1616

0.96

22.

03 2

3.34

36.

10 3

2.83

24.

30 3

6.10

3

1624

-0.

40 2

1.93

24.

49 2

1.76

23.

11 2

4.49

2

25 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

400S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

653.

806.

899.

246.

899.

243.

074.

387.

9310

.57

16.4

37.

9310

.57

16.4

3

816

2.61

3.80

6.89

9.24

6.89

9.24

3.07

4.38

7.93

10.5

716

.43

7.93

10.5

716

.43

824

2.18

3.56

6.38

9.24

6.89

9.24

2.68

4.30

7.45

10.5

716

.43

7.93

10.5

716

.43

912

2.58

3.72

6.65

8.91

6.65

8.91

3.05

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

916

2.30

3.65

6.65

8.91

6.65

8.91

2.83

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

924

1.78

63.

06 7

5.83

8.49

6.65

8.91

2.28

73.

776.

9110

.06

15.8

67.

6810

.21

15.8

6

1012

2.30

3.60

6.39

8.57

6.39

8.57

2.84

4.17

7.39

9.82

15.2

67.

399.

8215

.26

1016

1.98

73.

235.

988.

516.

398.

572.

49 7

3.93

7.22

9.82

15.2

67.

399.

8215

.26

1024

1.37

62.

55 6

4.94

77.

325.

95 7

8.54

1.83

63.

21 6

6.13

8.88

15.1

27.

189.

8215

.26

1212

1.72

62.

83 6

5.06

7.25

5.80

7.82

2.17

63.

47 7

6.16

8.69

13.9

36.

758.

9813

.93

1216

1.31

32.

36 6

4.38

66.

45 7

5.28

67.

56 7

1.73

62.

98 6

5.43

77.

8513

.29

6.38

78.

9813

.93

1224

0.27

21.

52 3

3.17

65.

05 6

4.34

66.

48 6

0.89

32.

09 3

4.15

66.

37 6

11.4

25.

38 6

7.88

613

.33

1412

1.13

32.

07 6

3.69

65.

44 6

4.49

66.

44 6

1.50

32.

62 6

4.60

66.

65 7

11.2

25.

46 6

7.72

712

.52

1416

0.67

21.

54 3

2.96

34.

59 6

3.92

35.

77 6

1.01

32.

06 3

3.82

65.

75 6

10.0

7 7

4.84

67.

01 6

11.6

8 7

1424

-0.

27 2

1.71

23.

13 3

2.92

24.

62 3

-1.

08 2

2.48

34.

19 3

8.11

63.

76 3

5.78

310

.12

6

1612

0.62

21.

38 3

2.54

33.

91 6

3.35

34.

91 6

0.92

21.

85 3

3.27

34.

90 6

8.51

74.

14 3

5.98

69.

87 7

1616

-0.

84 2

1.82

23.

07 3

2.77

24.

24 3

0.12

21.

26 2

2.50

34.

00 3

7.37

63.

51 3

5.26

38.

96 6

1624

--

0.07

21.

66 2

1.78

23.

10 2

--

1.19

22.

48 2

5.47

32.

45 2

4.03

27.

42 3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

137-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

154.

457.

8111

.26

18.3

77.

8111

.26

18.3

75.

208.

8612

.17

20.7

68.

8612

.17

20.7

6

816

3.15

4.45

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

824

2.83

4.40

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

912

3.10

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

916

2.95

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

924

2.41

73.

927.

4810

.94

17.7

67.

6710

.94

17.7

64.

898.

4811

.97

20.2

58.

6611

.97

20.2

5

1012

2.95

4.34

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1016

2.61

4.14

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1024

1.97

63.

40 7

6.62

10.1

217

.10

7.40

10.6

117

.10

4.33

7.82

11.7

519

.72

8.44

11.7

519

.72

1212

2.32

63.

776.

859.

9115

.67

7.18

9.91

15.6

74.

627.

9111

.26

18.4

97.

9411

.26

18.4

9

1216

1.88

63.

25 6

6.13

79.

1415

.56

6.87

79.

9115

.56

4.10

77.

1710

.96

18.4

97.

9411

.26

18.4

9

1224

1.09

32.

31 6

4.83

67.

63 6

13.6

25.

81 6

9.00

613

.62

3.13

65.

85 6

9.41

717

.17

6.96

610

.53

718

.49

1412

1.68

62.

93 6

5.32

77.

9613

.24

6.02

78.

9613

.24

3.71

66.

32 7

9.64

16.4

67.

12 7

10.4

716

.73

1416

1.17

32.

32 6

4.51

67.

00 6

12.0

35.

34 6

8.19

612

.03

3.08

65.

47 6

8.64

715

.17

6.44

69.

62 7

16.7

3

1424

-1.

24 3

3.11

35.

36 6

9.96

64.

16 3

6.85

69.

96 6

1.96

33.

99 3

6.89

612

.94

75.

23 3

8.15

615

.00

7

1612

1.09

32.

11 3

3.94

65.

98 6

10.1

9 7

4.67

67.

00 6

10.1

9 7

2.82

64.

83 6

7.54

612

.90

5.69

68.

42 6

14.3

2

1616

0.40

21.

46 3

3.11

35.

02 6

8.99

63.

97 3

6.21

68.

99 6

2.13

33.

94 3

6.49

611

.59

74.

96 3

7.52

613

.24

7

1624

--

1.71

23.

40 3

6.96

32.

76 2

4.87

36.

96 3

0.78

22.

42 2

4.71

39.

39 6

3.69

25.

99 3

11.4

2 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

200-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

959.

9813

.55

23.0

89.

9813

.55

23.0

8

816

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

824

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

912

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

916

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

924

5.82

9.77

13.2

522

.46

9.77

13.2

522

.46

1012

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1016

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1024

5.23

9.22

12.9

121

.80

9.54

12.9

121

.80

1212

5.50

9.02

12.1

720

.40

9.02

12.1

720

.40

1216

4.95

8.54

12.1

720

.40

9.02

12.1

720

.40

1224

3.94

67.

15 7

10.6

419

.95

8.28

712

.01

19.9

5

1412

4.50

77.

5910

.70

18.9

78.

4111

.14

18.9

7

1416

3.84

66.

69 7

9.68

18.0

27.

68 7

10.8

718

.02

1424

2.65

35.

11 6

7.88

615

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76.

39 6

9.42

615

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7

1612

3.51

65.

93 6

8.72

715

.57

6.83

69.

84 7

15.5

7

1616

2.77

34.

98 6

7.60

614

.16

76.

03 6

8.91

614

.16

7

1624

1.50

23.

34 3

5.69

311

.78

64.

66 3

7.32

311

.78

6

25 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

713.

917.

099.

617.

099.

613.

124.

508.

1410

.96

17.1

78.

1410

.96

17.1

7

816

2.71

3.91

7.09

9.61

7.09

9.61

3.12

4.50

8.14

10.9

617

.17

8.14

10.9

617

.17

824

2.40

3.86

6.67

9.61

7.09

9.61

2.91

4.50

7.73

10.9

617

.17

8.14

10.9

617

.17

912

2.67

3.84

6.93

9.32

6.93

9.32

3.10

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

916

2.52

3.84

6.93

9.32

6.93

9.32

3.04

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

924

2.04

73.

416.

179.

106.

939.

322.

544.

147.

2410

.47

16.6

87.

9810

.65

16.6

8

1012

2.52

3.75

6.70

9.01

6.70

9.01

3.06

4.31

7.72

10.3

016

.14

7.72

10.3

016

.14

1016

2.22

3.57

6.59

9.01

6.70

9.01

2.75

4.29

7.65

10.3

016

.14

7.72

10.3

016

.14

1024

1.65

62.

93 7

5.62

8.31

6.63

9.01

2.14

63.

636.

709.

8716

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7.72

10.3

016

.14

1212

1.98

63.

205.

808.

266.

208.

342.

47 7

3.87

6.97

9.55

14.9

57.

159.

5514

.95

1216

1.59

62.

76 6

5.13

77.

496.

00 7

8.34

2.05

63.

41 7

6.27

8.99

14.9

57.

159.

5514

.95

1224

0.80

31.

94 6

3.93

66.

10 6

5.09

67.

52 6

1.28

32.

56 6

5.01

67.

53 7

13.3

36.

22 6

9.02

714

.95

1412

1.42

62.

47 6

4.43

66.

47 7

5.24

67.

48 7

1.83

63.

07 6

5.44

77.

8113

.17

6.30

78.

7413

.66

1416

0.96

31.

94 3

3.69

65.

61 6

4.66

66.

81 6

1.34

32.

52 6

4.65

66.

89 7

11.9

95.

68 6

8.17

713

.63

1424

-1.

02 2

2.39

34.

09 3

3.64

35.

64 3

0.07

21.

53 3

3.26

35.

29 6

9.95

64.

59 3

6.93

612

.04

6

1612

0.89

31.

77 3

3.22

64.

87 6

4.07

65.

92 6

1.23

32.

29 3

4.05

65.

99 6

10.3

54.

96 6

7.12

611

.80

1616

0.12

21.

21 2

2.46

33.

97 3

3.46

35.

22 3

0.70

21.

69 3

3.24

35.

04 6

9.13

64.

31 3

6.37

610

.83

6

1624

--

1.08

22.

45 2

2.41

24.

01 2

-0.

23 2

1.84

23.

41 3

7.07

63.

18 2

5.07

39.

18 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

137-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

214.

538.

0011

.63

19.1

48.

0011

.63

19.1

45.

319.

0912

.47

21.4

89.

0912

.47

21.4

8

816

3.21

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

824

3.03

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

912

3.17

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

916

3.15

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

924

2.65

4.26

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.79

12.3

021

.03

8.91

12.3

021

.03

1012

3.12

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1016

2.84

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1024

2.24

73.

797.

3011

.05

18.0

27.

7511

.05

18.0

24.

748.

2812

.11

20.5

58.

7212

.11

20.5

5

1212

2.58

4.14

7.45

10.4

116

.74

7.45

10.4

116

.74

4.99

8.28

11.6

819

.55

8.28

11.6

819

.55

1216

2.16

63.

66 7

6.86

10.2

416

.74

7.45

10.4

116

.74

4.54

7.98

11.6

819

.55

8.28

11.6

819

.55

1224

1.39

62.

76 6

5.62

68.

7915

.68

6.57

610

.11

15.6

83.

63 6

6.72

710

.56

19.3

77.

79 7

11.6

419

.55

1412

1.96

63.

39 6

6.16

9.13

15.3

46.

869.

7515

.34

4.19

77.

1910

.95

18.0

87.

7911

.14

18.0

8

1416

1.46

32.

79 6

5.36

68.

18 7

14.1

26.

20 6

9.35

714

.12

3.59

66.

35 7

9.96

17.5

67.

31 7

10.9

418

.08

1424

0.17

21.

72 3

3.93

66.

51 6

12.0

0 7

5.02

68.

03 6

12.0

0 7

2.49

34.

87 6

8.21

615

.30

6.13

69.

49 6

17.3

9

1612

1.37

32.

58 6

4.76

67.

21 7

12.2

45.

51 6

8.27

712

.24

3.33

65.

64 6

8.85

15.2

86.

50 6

9.75

16.4

0

1616

0.81

21.

91 3

3.89

66.

20 6

10.9

6 7

4.79

67.

45 6

10.9

6 7

2.64

34.

74 6

7.77

613

.90

5.77

68.

84 6

15.6

4

1624

-0.

31 2

2.42

34.

47 3

8.78

63.

54 3

6.04

38.

78 6

1.43

23.

19 3

5.91

611

.55

64.

50 3

7.26

613

.72

6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

200-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

824

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

924

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

1012

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1016

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1024

5.67

9.58

13.3

622

.73

9.83

13.3

622

.73

1212

5.71

9.38

12.7

121

.46

9.38

12.7

121

.46

1216

5.43

9.38

12.7

121

.46

9.38

12.7

121

.46

1224

4.48

78.

0811

.91

21.4

69.

1612

.71

21.4

6

1412

5.02

8.53

11.9

720

.13

8.86

11.9

720

.13

1416

4.39

77.

6611

.15

20.1

38.

6211

.97

20.1

3

1424

3.24

66.

10 6

9.35

718

.10

7.37

610

.90

718

.10

1612

4.08

66.

92 7

9.98

18.2

17.

82 7

11.0

818

.21

1616

3.35

65.

95 6

8.86

716

.74

7.03

610

.18

716

.74

1624

2.06

34.

27 3

6.91

614

.23

65.

64 3

8.59

614

.23

6

25 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

6510

.60

7.65

10.6

03.

284.

808.

7112

.01

19.2

08.

7112

.01

19.2

0

816

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

824

2.87

4.20

7.43

10.6

07.

6510

.60

3.28

4.80

8.47

11.9

419

.20

8.71

12.0

119

.20

912

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

916

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

924

2.60

4.15

7.10

10.2

57.

5510

.42

3.12

4.74

8.14

11.5

818

.87

8.61

11.8

118

.87

1012

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1016

2.76

4.10

7.38

10.2

17.

4510

.21

3.22

4.68

8.42

11.5

818

.52

8.50

11.5

818

.52

1024

2.28

4.04

6.73

9.84

7.45

10.2

12.

794.

687.

7711

.17

18.5

28.

5011

.58

18.5

2

1212

2.58

3.97

7.18

9.76

7.18

9.76

3.12

4.55

8.22

11.0

817

.72

8.22

11.0

817

.72

1216

2.25

3.92

6.81

9.76

7.18

9.76

2.77

4.55

7.85

11.0

817

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8.22

11.0

817

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1224

1.60

63.

285.

888.

897.

189.

762.

10 7

3.98

6.92

10.2

317

.72

8.22

11.0

817

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1412

2.12

3.70

6.77

9.25

6.80

9.25

2.64

4.39

7.80

10.5

116

.83

7.80

10.5

116

.83

1416

1.69

63.

27 7

6.14

9.02

6.80

9.25

2.19

73.

957.

1810

.51

16.8

37.

8010

.51

16.8

3

1424

0.67

62.

46 6

4.87

67.

626.

16 6

9.05

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63.

11 6

5.91

79.

1216

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7.36

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3

1612

1.62

63.

10 7

5.71

8.33

6.39

8.70

2.09

63.

75 7

6.84

9.82

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67.

339.

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59 6

4.95

67.

435.

95 6

8.66

1.55

63.

21 6

6.04

78.

8815

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7.09

79.

9015

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1624

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64 3

3.57

65.

82 6

4.91

67.

47 6

0.10

32.

21 3

4.58

67.

19 6

13.4

15.

99 6

8.92

615

.62

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

137-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

.62

21.2

28.

5112

.62

21.2

25.

589.

6913

.29

23.4

69.

6913

.29

23.4

6

816

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

824

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

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9.69

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923

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912

3.34

4.74

8.44

12.4

420

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8.44

12.4

420

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5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

916

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

924

3.24

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

1012

3.31

4.71

8.35

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420

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8.35

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420

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5.49

9.46

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622

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622

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3.31

4.71

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420

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8.35

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420

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5.49

9.46

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622

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9.46

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622

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1024

2.92

4.71

8.35

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420

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8.35

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420

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5.49

9.27

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622

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9.46

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622

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3.22

4.64

8.16

11.7

919

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8.16

11.7

919

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5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1216

2.87

4.64

8.16

11.7

919

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8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1224

2.20

4.04

7.55

11.5

319

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8.16

11.7

919

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5.01

8.45

12.7

822

.11

9.18

12.7

822

.11

1412

2.73

4.55

7.94

11.3

018

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7.94

11.3

018

.68

5.26

8.86

12.4

621

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8.86

12.4

621

.33

1416

2.28

74.

097.

8011

.30

18.6

87.

9411

.30

18.6

85.

008.

7012

.46

21.3

38.

8612

.46

21.3

3

1424

1.34

63.

20 6

6.57

10.3

718

.68

7.47

11.3

018

.68

4.10

77.

4912

.04

21.3

38.

7312

.46

21.3

3

1612

2.20

73.

967.

4310

.78

17.6

37.

6910

.78

17.6

34.

828.

5012

.10

20.5

38.

5012

.10

20.5

3

1616

1.66

63.

38 6

6.64

10.1

217

.63

7.41

10.7

817

.63

4.23

77.

7211

.90

20.5

38.

5012

.10

20.5

3

1624

0.20

32.

30 6

5.19

68.

42 7

15.6

86.

23 6

9.99

715

.68

3.13

66.

23 6

10.1

7 7

19.3

77.

38 6

11.5

0 7

20.5

3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

200-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

.83

14.8

725

.72

10.8

314

.87

25.7

2

816

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

824

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

912

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

916

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

924

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

1012

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1016

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1024

6.24

10.5

614

.53

25.2

510

.59

14.5

325

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1212

6.12

10.3

014

.11

24.3

910

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14.1

124

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1216

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1224

5.94

9.75

13.9

624

.39

10.3

014

.11

24.3

9

1412

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1416

5.91

9.97

13.6

423

.43

9.97

13.6

423

.43

1424

4.97

8.78

12.9

223

.43

9.97

13.6

423

.43

1612

5.70

9.60

13.1

022

.41

9.60

13.1

022

.41

1616

5.08

9.10

13.1

022

.41

9.60

13.1

022

.41

1624

3.93

67.

55 7

11.4

622

.14

8.68

713

.03

22.1

4

25 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

8710

.99

7.87

10.9

93.

354.

928.

9412

.42

20.0

08.

9412

.42

20.0

0

816

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

824

2.94

4.31

7.73

10.9

97.

8710

.99

3.35

4.92

8.76

12.3

120

.00

8.94

12.4

220

.00

912

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

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8.86

12.2

619

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916

2.92

4.27

7.79

10.8

47.

7910

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3.32

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8.86

12.2

619

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8.86

12.2

619

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924

2.83

4.27

7.46

10.7

07.

7910

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3.32

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119

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8.86

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2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

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8.76

12.0

819

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1016

2.89

4.23

7.68

10.6

87.

7110

.68

3.30

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8.72

12.0

819

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8.76

12.0

819

.46

1024

2.55

4.23

7.16

10.3

67.

7110

.68

3.08

4.83

8.19

11.6

819

.46

8.76

12.0

819

.46

1212

2.83

4.13

7.52

10.3

27.

5210

.32

3.25

4.72

8.56

11.6

718

.82

8.56

11.6

718

.82

1216

2.53

4.13

7.22

10.3

27.

5210

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3.05

4.72

8.25

11.6

718

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8.56

11.6

718

.82

1224

1.94

3.71

6.47

9.59

7.52

10.3

22.

454.

457.

5010

.92

18.8

28.

5611

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18.8

2

1412

2.42

4.02

7.19

9.90

7.25

9.90

2.96

4.59

8.22

11.2

118

.09

8.29

11.2

118

.09

1416

2.02

3.72

6.68

9.83

7.25

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2.55

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7.71

11.1

518

.09

8.29

11.2

118

.09

1424

1.13

62.

97 7

5.65

8.68

7.09

9.90

1.69

63.

676.

6810

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18.0

98.

2911

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18.0

9

1612

1.97

73.

596.

729.

456.

919.

452.

494.

287.

7510

.71

17.2

97.

9110

.71

17.2

9

1616

1.48

63.

10 7

6.05

9.13

6.91

9.45

1.98

63.

787.

0810

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17.2

97.

9110

.71

17.2

9

1624

0.14

32.

18 6

4.71

67.

63 7

5.95

69.

17 7

0.72

62.

83 6

5.73

78.

9716

.63

7.15

710

.71

17.2

9

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

137-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

22.0

45.

699.

9213

.62

24.2

49.

9213

.62

24.2

4

816

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

824

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

912

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

916

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

924

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

1012

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1016

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1024

3.20

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.66

13.4

323

.74

9.74

13.4

323

.74

1212

3.33

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1216

3.17

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1224

2.57

4.46

8.11

12.1

920

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8.43

12.3

420

.78

5.48

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13.2

123

.15

9.52

13.2

123

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3.06

4.70

8.26

11.9

320

.00

8.26

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320

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5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1416

2.65

4.52

8.26

11.9

320

.00

8.26

11.9

320

.00

5.43

9.19

12.9

622

.49

9.26

12.9

622

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1.81

73.

717.

3011

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20.0

08.

2611

.93

20.0

04.

688.

2012

.88

22.4

99.

2612

.96

22.4

9

1612

2.59

4.43

8.05

11.5

019

.13

8.05

11.5

019

.13

5.32

8.97

12.6

621

.79

8.97

12.6

621

.79

1616

2.08

73.

897.

6911

.50

19.1

38.

0511

.50

19.1

34.

828.

5812

.66

21.7

98.

9712

.66

21.7

9

1624

0.85

62.

88 6

6.37

710

.27

18.8

77.

23 7

11.5

018

.87

3.79

77.

2811

.87

21.7

98.

5012

.66

21.7

9

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

200-

(mils

)

5468

25 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

4511

.06

15.2

426

.42

11.0

615

.24

26.4

2

816

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

824

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

912

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

916

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

924

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

1012

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1016

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1024

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1212

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1216

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1224

6.28

10.2

814

.57

25.5

410

.65

14.6

425

.54

1412

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1416

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1424

5.60

9.48

13.7

224

.76

10.3

814

.26

24.7

6

1612

6.05

10.0

913

.84

23.9

010

.09

13.8

423

.90

1616

5.73

9.87

13.8

423

.90

10.0

913

.84

23.9

0

1624

4.67

8.56

12.7

323

.90

9.88

13.8

423

.90

25 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

925S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

9811

.17

7.98

11.1

73.

384.

979.

0512

.61

20.3

89.

0512

.61

20.3

8

816

2.97

4.37

7.98

11.1

77.

9811

.17

3.38

4.97

9.05

12.6

120

.38

9.05

12.6

120

.38

824

2.97

4.37

7.69

10.9

77.

9811

.17

3.38

4.97

8.71

12.2

820

.38

9.05

12.6

120

.38

912

2.95

4.33

7.91

11.0

47.

9111

.04

3.36

4.93

8.97

12.4

620

.15

8.97

12.4

620

.15

916

2.95

4.33

7.85

11.0

47.

9111

.04

3.36

4.93

8.88

12.4

620

.15

8.97

12.4

620

.15

924

2.75

4.33

7.40

10.6

57.

9111

.04

3.28

4.93

8.43

11.9

720

.15

8.97

12.4

620

.15

1012

2.93

4.29

7.83

10.9

07.

8310

.90

3.33

4.89

8.89

12.3

119

.90

8.89

12.3

119

.90

1016

2.92

4.29

7.64

10.9

07.

8310

.90

3.33

4.89

8.67

12.2

319

.90

8.89

12.3

119

.90

1024

2.45

4.29

7.08

10.3

07.

8310

.90

2.98

4.89

8.11

11.6

119

.90

8.89

12.3

119

.90

1212

2.78

4.21

7.55

10.5

87.

6610

.58

3.28

4.80

8.58

11.9

519

.33

8.71

11.9

519

.33

1216

2.44

4.21

7.15

10.3

77.

6610

.58

2.96

4.80

8.17

11.6

919

.33

8.71

11.9

519

.33

1224

1.70

3.60

6.34

9.47

7.66

10.5

82.

264.

347.

3610

.79

19.1

38.

7111

.95

19.3

3

1412

2.34

4.08

7.11

10.2

17.

4610

.21

2.87

4.68

8.14

11.5

418

.69

8.51

11.5

418

.69

1416

1.90

3.64

6.57

9.72

7.46

10.2

12.

424.

387.

5911

.04

18.6

98.

5111

.54

18.6

9

1424

0.77

62.

79 7

5.47

8.50

7.08

10.2

11.

33 6

3.51

6.48

9.82

17.9

78.

4011

.54

18.6

9

1612

1.86

73.

546.

619.

777.

169.

802.

394.

247.

6311

.09

17.9

78.

1811

.09

17.9

7

1616

1.22

62.

99 7

5.89

8.97

7.03

9.80

1.78

63.

686.

9110

.29

17.9

78.

1811

.09

17.9

7

1624

-1.

92 6

4.46

67.

37 7

5.91

69.

46 7

0.23

62.

61 6

5.47

78.

7016

.64

7.14

711

.06

17.9

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S13

7-(m

ils)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

824

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

924

3.40

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.85

13.6

924

.40

9.95

13.6

924

.40

1012

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1016

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1024

3.10

4.86

8.69

12.8

721

.92

8.70

12.9

221

.92

5.67

9.53

13.6

124

.17

9.87

13.6

124

.17

1212

3.38

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1216

3.09

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.60

13.4

123

.64

9.67

13.4

123

.64

1224

2.38

4.33

7.96

12.0

621

.06

8.56

12.6

021

.06

5.36

8.78

13.4

123

.64

9.67

13.4

123

.64

1412

2.98

4.76

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.45

13.1

923

.05

9.45

13.1

923

.05

1416

2.53

4.42

8.18

12.2

320

.62

8.40

12.2

320

.62

5.42

9.01

13.1

923

.05

9.45

13.1

923

.05

1424

1.46

73.

527.

0911

.10

19.9

38.

2512

.23

19.9

34.

517.

9112

.67

23.0

59.

4513

.19

23.0

5

1612

2.48

4.35

8.22

11.8

419

.84

8.23

11.8

419

.84

5.30

9.06

12.9

322

.41

9.19

12.9

322

.41

1616

1.91

73.

757.

5111

.56

19.8

48.

2311

.84

19.8

44.

718.

3312

.93

22.4

19.

1912

.93

22.4

1

1624

0.35

62.

56 6

6.08

79.

9918

.63

7.12

711

.84

18.6

33.

57 7

6.89

11.5

921

.87

8.45

12.9

322

.41

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S20

0-(m

ils)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

916

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

924

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1024

6.43

10.8

015

.18

26.4

411

.01

15.1

826

.44

1212

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1216

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1224

6.33

10.0

514

.44

26.0

610

.81

14.8

926

.06

1412

6.26

10.5

814

.56

25.3

810

.58

14.5

625

.38

1416

6.26

10.2

814

.56

25.3

810

.58

14.5

625

.38

1424

5.44

9.17

13.5

125

.38

10.5

814

.56

25.3

8

1612

6.15

10.3

114

.18

24.6

110

.31

14.1

824

.61

1616

5.63

9.60

13.9

624

.61

10.3

114

.18

24.6

1

1624

4.46

8.14

12.4

424

.61

9.85

14.1

824

.61

30 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

64 6

2.62

74.

636.

445.

286.

922.

10 6

3.26

5.71

7.85

11.6

16.

238.

0711

.61

816

1.27

62.

21 6

4.03

65.

75 7

4.81

66.

70 7

1.70

62.

83 6

5.07

77.

1210

.75

5.91

78.

0711

.61

824

0.55

31.

48 3

2.98

64.

55 6

3.99

65.

78 6

0.99

32.

05 6

3.95

65.

85 6

9.10

5.03

67.

15 6

11.2

6

912

1.23

32.

10 6

3.67

65.

21 7

4.37

66.

06 7

1.63

62.

68 6

4.62

76.

459.

635.

36 7

7.36

10.6

3

916

0.83

31.

65 3

3.04

64.

49 6

3.87

65.

49 6

1.20

32.

20 6

3.94

65.

68 6

8.64

4.82

66.

75 6

10.4

2

924

-0.

87 2

1.96

33.

26 3

3.00

34.

52 3

0.13

21.

36 3

2.77

34.

35 6

6.94

63.

89 3

5.70

69.

17 6

1012

0.86

31.

61 3

2.83

64.

12 6

3.54

64.

98 6

1.20

32.

12 6

3.64

65.

18 6

7.78

4.40

66.

11 6

9.31

1016

0.41

21.

14 3

2.20

33.

40 6

3.03

34.

40 6

0.75

21.

62 3

2.96

34.

41 6

6.79

63.

85 3

5.49

68.

58 6

1024

--

1.14

22.

18 3

2.16

23.

42 3

-0.

75 2

1.80

23.

09 3

5.11

62.

91 2

4.43

37.

32 6

1212

0.06

20.

81 2

1.54

22.

42 3

2.20

23.

23 3

0.50

21.

19 2

2.11

33.

19 3

4.89

62.

83 3

4.06

36.

31 6

1216

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08 2

0.96

21.

76 2

1.72

22.

69 2

-0.

68 2

1.47

22.

46 3

3.98

32.

31 2

3.47

35.

62 3

1224

--

-0.

23 2

0.92

11.

78 2

--

-1.

25 2

2.45

21.

43 2

2.49

24.

47 2

1412

-0.

01 1

0.69

21.

28 2

1.28

21.

98 2

-0.

52 2

1.09

21.

82 2

2.93

31.

73 2

2.59

24.

18 3

1416

--

-0.

70 2

0.86

11.

51 2

--

0.52

21.

18 2

2.13

21.

26 2

2.07

23.

57 2

1424

--

--

-0.

72 1

--

--

0.34

20.

23 1

1.20

12.

56 2

1612

--

-0.

57 1

0.69

11.

18 1

--

0.44

10.

94 2

1.68

21.

01 1

1.62

22.

77 2

1616

--

--

0.14

10.

77 1

--

-0.

06 1

0.98

20.

59 1

1.16

12.

24 2

1624

--

--

--

--

--

--

0.10

11.

36 1

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

162-

(mils

)

50 k

si50

ksi

97

362S

137-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

25 7

3.56

6.38

8.96

13.3

46.

608.

9613

.34

4.41

7.36

10.2

616

.14

7.36

10.2

616

.14

816

1.86

63.

11 7

5.76

8.40

13.0

26.

378.

9613

.02

3.95

6.81

10.1

816

.14

7.36

10.2

616

.14

824

1.15

32.

28 6

4.64

67.

10 7

11.3

15.

43 6

8.27

711

.31

3.11

65.

65 7

8.85

14.7

86.

60 7

9.76

16.1

4

912

1.80

63.

01 6

5.36

7.75

11.7

15.

938.

4911

.71

3.79

76.

369.

4914

.89

6.99

9.80

14.8

9

916

1.37

32.

48 6

4.66

66.

94 7

10.6

65.

34 6

7.94

710

.66

3.26

65.

63 7

8.64

13.8

56.

43 7

9.43

14.8

9

924

0.42

21.

56 3

3.46

65.

55 6

8.86

74.

31 6

6.80

68.

86 7

2.30

34.

36 6

7.16

611

.90

5.39

68.

17 6

14.1

9

1012

1.38

32.

42 6

4.35

66.

39 7

9.61

4.94

67.

26 7

9.61

3.17

65.

20 7

7.97

12.4

75.

90 7

8.68

13.6

2

1016

0.91

31.

86 3

3.63

65.

56 6

8.55

74.

33 6

6.58

68.

55 7

2.58

64.

45 6

7.08

611

.32

5.28

67.

91 6

13.1

7

1024

-0.

89 2

2.41

34.

15 3

6.76

63.

27 3

5.42

36.

76 6

1.56

33.

16 3

5.56

69.

37 6

4.21

36.

59 6

11.6

7 6

1212

0.64

21.

41 3

2.71

34.

07 6

6.24

63.

29 3

4.91

66.

24 6

2.02

33.

51 6

5.40

68.

37 7

4.25

66.

11 6

9.88

7

1216

-0.

83 2

2.01

23.

29 3

5.27

62.

68 2

4.25

35.

27 6

1.39

22.

73 3

4.53

37.

29 6

3.59

35.

34 3

9.03

6

1224

--

0.77

21.

98 2

3.62

31.

66 2

3.16

23.

62 3

-1.

42 2

3.06

25.

48 3

2.47

24.

05 2

7.62

3

1412

-0.

63 2

1.50

22.

46 2

3.92

32.

02 2

3.20

23.

92 3

1.12

22.

10 2

3.41

35.

47 6

2.79

24.

04 3

6.82

6

1416

--

0.87

21.

76 2

3.05

31.

48 2

2.62

23.

05 3

0.22

21.

38 2

2.63

24.

52 3

2.18

23.

35 2

6.07

3

1424

--

-0.

12 1

1.60

20.

27 1

1.65

11.

60 2

--

1.31

22.

91 2

1.15

12.

20 2

4.81

2

1612

--

0.71

21.

39 2

2.39

21.

18 2

2.04

22.

39 2

0.45

21.

11 2

2.06

23.

52 3

1.72

22.

61 2

4.69

3

1616

--

-0.

78 1

1.63

20.

69 1

1.53

11.

63 2

-0.

14 1

1.37

22.

68 2

1.18

12.

01 2

4.03

2

1624

--

--

--

0.68

1-

--

-1.

27 2

-1.

00 1

2.93

2

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

250-

(mils

)

50 k

si50

ksi

97

362S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

228.

4311

.18

17.9

68.

4311

.18

17.9

6

816

4.80

8.16

11.1

817

.96

8.43

11.1

817

.96

824

3.90

66.

94 7

10.0

817

.49

7.90

711

.18

17.4

9

912

4.59

7.64

10.6

116

.93

8.03

10.6

116

.93

916

4.03

76.

879.

7916

.60

7.69

10.6

116

.60

924

3.01

65.

52 6

8.25

714

.58

6.58

69.

54 7

14.5

8

1012

3.89

66.

469.

0715

.25

7.20

9.94

15.2

5

1016

3.27

65.

63 6

8.13

714

.02

6.51

69.

20 7

14.0

2

1024

2.17

34.

22 6

6.53

611

.92

75.

32 6

7.87

611

.92

7

1212

2.59

34.

35 6

6.46

610

.48

5.12

67.

41 6

10.4

8

1216

1.92

33.

52 3

5.49

69.

31 6

4.41

36.

60 6

9.31

6

1224

0.41

22.

11 2

3.86

37.

34 6

3.21

25.

22 3

7.34

6

1412

1.54

22.

76 3

4.24

37.

03 6

3.48

35.

11 3

7.03

6

1416

0.89

21.

98 2

3.35

35.

98 3

2.81

24.

36 3

5.98

3

1424

-0.

11 2

1.86

24.

23 2

1.69

23.

10 2

4.23

2

1612

0.77

21.

60 2

2.62

24.

65 3

2.25

23.

39 2

4.65

3

1616

-0.

90 2

1.84

23.

73 2

1.65

22.

73 2

3.73

2

1624

--

-2.

20 2

0.34

11.

63 1

2.20

2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

97

362S

300-

(mils

)

5468

30 p

sf L

ater

al L

oad

97

33 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

91 7

3.02

5.42

7.53

5.75

7.55

2.42

73.

706.

618.

7613

.07

6.71

8.76

13.0

7

816

1.56

62.

63 6

4.83

6.85

5.60

7.55

2.04

63.

29 7

5.98

8.35

13.0

76.

718.

7613

.07

824

0.93

31.

91 6

3.77

65.

64 7

4.79

66.

88 7

1.35

32.

54 6

4.86

67.

08 7

11.5

75.

94 6

8.38

713

.07

912

1.53

62.

52 6

4.47

76.

315.

18 7

7.07

1.97

63.

15 7

5.53

7.70

12.0

26.

288.

2212

.14

916

1.13

32.

07 6

3.82

65.

57 7

4.67

66.

60 7

1.54

62.

68 6

4.84

66.

9111

.02

5.74

68.

0112

.14

924

0.12

21.

28 3

2.69

34.

27 6

3.78

35.

59 6

0.73

31.

83 3

3.63

65.

53 6

9.27

74.

79 6

6.94

611

.31

7

1012

1.15

32.

03 6

3.59

65.

16 7

4.33

66.

08 7

1.54

62.

60 6

4.52

66.

39 7

10.0

45.

31 6

7.37

711

.19

1016

0.72

21.

55 3

2.92

64.

39 6

3.79

65.

47 6

1.08

32.

08 3

3.80

65.

57 6

9.00

4.74

66.

72 6

10.6

7

1024

-0.

67 2

1.77

33.

07 3

2.87

34.

42 3

-1.

18 2

2.56

34.

15 3

7.22

63.

74 3

5.60

39.

31 6

1212

0.49

21.

16 2

2.14

33.

27 3

2.87

34.

17 3

0.78

21.

61 3

2.83

34.

19 6

6.73

63.

62 3

5.16

68.

12 6

1216

-0.

66 2

1.49

22.

52 3

2.34

23.

56 3

-1.

06 2

2.12

33.

38 3

5.73

63.

05 3

4.51

37.

34 6

1224

--

-1.

26 2

1.44

22.

54 2

--

0.92

22.

01 2

4.03

32.

07 2

3.41

26.

02 3

1412

-0.

51 2

1.12

21.

92 2

1.80

22.

74 2

-0.

84 2

1.62

22.

59 3

4.35

32.

36 2

3.49

35.

61 3

1416

--

0.27

21.

23 2

1.31

22.

19 2

--

0.97

21.

85 2

3.44

31.

82 2

2.89

24.

90 3

1424

--

--

0.19

11.

26 1

--

-0.

05 2

1.92

20.

92 1

1.88

23.

70 2

1612

--

0.45

21.

00 2

1.06

21.

73 2

-0.

03 1

0.80

21.

48 2

2.70

21.

46 2

2.28

23.

81 2

1616

--

-0.

01 1

0.62

11.

24 1

--

-0.

82 2

1.90

20.

98 1

1.75

23.

19 2

1624

--

--

-0.

06 1

--

--

--

0.85

12.

14 1

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

137-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

553.

966.

949.

5814

.87

6.94

9.58

14.8

74.

727.

7910

.79

17.5

87.

7910

.79

17.5

8

816

2.18

73.

536.

559.

5814

.87

6.94

9.58

14.8

74.

437.

6910

.79

17.5

87.

7910

.79

17.5

8

824

1.50

62.

75 6

5.47

78.

3513

.96

6.25

79.

4813

.96

3.63

76.

5910

.08

17.5

57.

5010

.79

17.5

8

912

2.13

63.

456.

248.

9913

.88

6.72

9.14

13.8

84.

297.

2910

.47

16.6

67.

4610

.47

16.6

6

916

1.71

62.

95 6

5.55

78.

1913

.25

6.23

79.

1413

.25

3.79

76.

589.

9916

.66

7.36

10.4

716

.66

924

0.94

32.

04 6

4.33

66.

78 6

11.4

35.

21 6

8.05

611

.43

2.86

65.

32 6

8.52

714

.85

6.35

69.

54 7

16.6

6

1012

1.71

62.

92 6

5.26

77.

7012

.11

5.87

78.

6012

.11

3.70

76.

259.

4215

.36

6.97

10.0

015

.47

1016

1.24

32.

35 6

4.51

66.

83 7

11.0

15.

24 6

7.90

711

.01

3.13

65.

48 6

8.51

14.1

86.

34 6

9.37

15.4

7

1024

0.03

21.

36 3

3.22

35.

33 6

9.12

64.

15 3

6.68

69.

12 6

2.10

34.

12 6

6.92

612

.14

75.

23 6

8.01

614

.28

7

1212

0.94

21.

86 3

3.49

65.

24 6

8.34

74.

13 6

6.16

68.

34 7

2.55

64.

34 6

6.72

610

.87

5.12

67.

49 6

12.3

3

1216

0.16

21.

25 2

2.72

34.

37 3

7.26

63.

47 3

5.44

37.

26 6

1.90

33.

51 3

5.76

69.

68 6

4.43

36.

66 6

11.3

8 6

1224

--

1.44

22.

90 2

5.45

32.

36 2

4.22

25.

45 3

0.41

22.

12 2

4.15

37.

70 6

3.25

25.

26 3

9.78

6

1412

0.09

21.

00 2

2.13

33.

37 3

5.56

62.

73 3

4.23

35.

56 6

1.56

22.

86 3

4.54

37.

47 6

3.64

35.

28 3

8.81

6

1416

-0.

02 2

1.41

22.

57 2

4.58

32.

11 2

3.56

24.

58 3

0.91

22.

05 2

3.64

36.

39 6

2.95

24.

49 3

7.94

6

1424

--

-1.

22 2

2.93

21.

07 2

2.44

22.

93 2

-0.

11 2

2.13

24.

57 3

1.79

23.

17 2

6.48

3

1612

-0.

09 2

1.15

22.

06 2

3.60

31.

70 2

2.83

23.

60 3

0.80

21.

68 2

2.92

25.

03 3

2.39

23.

58 2

6.23

3

1616

--

0.20

21.

34 2

2.73

21.

14 2

2.23

22.

73 2

-0.

94 2

2.11

24.

07 3

1.77

22.

87 2

5.45

3

1624

--

--

1.28

2-

1.22

11.

28 2

--

0.25

12.

46 2

0.71

11.

68 1

4.15

2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

200-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

438.

8711

.84

19.5

08.

8711

.84

19.5

0

816

5.32

8.87

11.8

419

.50

8.87

11.8

419

.50

824

4.49

7.95

11.4

619

.50

8.86

11.8

419

.50

912

5.15

8.52

11.3

518

.54

8.52

11.3

518

.54

916

4.62

7.91

11.2

318

.54

8.52

11.3

518

.54

924

3.64

66.

58 7

9.72

17.5

97.

63 7

10.9

917

.59

1012

4.50

7.53

10.3

817

.55

8.15

10.5

317

.55

1016

3.89

66.

71 7

9.46

16.9

67.

59 7

10.5

116

.96

1024

2.80

65.

26 6

7.85

614

.83

6.40

69.

21 6

14.8

3

1212

3.20

65.

39 6

7.86

713

.38

6.20

68.

87 7

13.3

8

1216

2.51

34.

49 6

6.82

612

.10

75.

45 6

8.01

612

.10

7

1224

1.31

22.

98 3

5.07

39.

94 6

4.17

36.

54 3

9.94

6

1412

2.08

33.

62 3

5.53

69.

37 6

4.43

36.

53 6

9.37

6

1416

1.37

22.

76 3

4.53

38.

19 6

3.69

35.

68 3

8.19

6

1424

-1.

30 2

2.84

26.

22 3

2.44

24.

25 2

6.22

3

1612

1.20

22.

32 2

3.66

36.

47 6

3.08

24.

57 3

6.47

6

1616

0.14

21.

50 2

2.74

25.

42 3

2.38

23.

79 2

5.42

3

1624

--

1.21

23.

65 2

1.21

12.

49 2

3.65

2

30 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

400S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

653.

806.

899.

246.

899.

243.

074.

387.

9310

.57

16.4

37.

9310

.57

16.4

3

816

2.43

3.80

6.80

9.24

6.89

9.24

2.95

4.38

7.87

10.5

716

.43

7.93

10.5

716

.43

824

1.93

73.

285.

968.

836.

899.

242.

424.

017.

0410

.20

16.4

37.

9310

.57

16.4

3

912

2.41

3.72

6.65

8.91

6.65

8.91

2.95

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

916

2.09

73.

416.

368.

916.

658.

912.

614.

137.

4310

.21

15.8

67.

6810

.21

15.8

6

924

1.48

62.

73 6

5.30

7.91

6.38

8.91

1.96

63.

42 7

6.38

9.48

15.8

67.

6710

.21

15.8

6

1012

2.10

73.

386.

208.

576.

398.

572.

624.

087.

399.

8215

.26

7.39

9.82

15.2

6

1016

1.73

62.

95 7

5.55

8.02

6.39

8.57

2.22

63.

646.

779.

6115

.26

7.39

9.82

15.2

6

1024

1.00

32.

16 6

4.36

66.

65 7

5.51

68.

05 7

1.47

62.

81 6

5.52

78.

1914

.26

6.72

79.

6415

.26

1212

1.47

62.

55 6

4.65

76.

765.

48 7

7.79

1.90

63.

17 6

5.72

78.

1813

.70

6.60

78.

9813

.93

1216

1.00

32.

01 6

3.88

65.

87 6

4.89

67.

11 6

1.40

32.

61 6

4.90

67.

23 7

12.5

05.

97 6

8.54

713

.93

1224

-1.

06 3

2.52

34.

30 6

3.83

35.

90 6

0.09

21.

61 3

3.46

35.

57 6

10.4

1 7

4.84

37.

27 6

12.5

5 7

1412

0.85

31.

74 3

3.24

64.

92 6

4.14

66.

03 6

1.20

32.

28 3

4.12

66.

09 6

10.5

25.

08 6

7.28

612

.03

1416

0.01

21.

16 2

2.43

33.

98 6

3.50

35.

29 6

0.55

21.

65 3

3.25

35.

09 6

9.24

64.

39 3

6.49

611

.02

6

1424

--

0.64

22.

37 3

2.39

24.

01 3

-0.

06 2

1.77

23.

37 3

7.08

63.

19 2

5.13

39.

29 6

1612

0.06

21.

05 2

2.10

33.

39 3

2.99

34.

50 3

0.60

21.

49 2

2.79

34.

34 6

7.81

63.

75 3

5.53

69.

31 6

1616

-0.

08 2

1.31

22.

47 3

2.35

23.

76 3

-0.

84 2

1.94

23.

36 3

6.57

63.

06 2

4.74

38.

30 6

1624

--

-0.

34 2

1.26

22.

51 2

--

-1.

69 2

4.47

31.

89 2

3.39

26.

61 3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

137-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

154.

457.

8111

.26

18.3

77.

8111

.26

18.3

75.

208.

8612

.17

20.7

68.

8612

.17

20.7

6

816

3.09

4.45

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

824

2.57

4.11

7.69

11.2

618

.37

7.81

11.2

618

.37

5.12

8.61

12.1

720

.76

8.86

12.1

720

.76

912

3.06

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

916

2.73

4.29

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

924

2.10

63.

576.

9910

.75

17.7

67.

6710

.94

17.7

64.

537.

9911

.97

20.2

58.

6611

.97

20.2

5

1012

2.74

4.29

7.52

10.6

117

.10

7.52

10.6

117

.10

5.04

8.44

11.7

519

.72

8.44

11.7

519

.72

1016

2.35

73.

847.

2310

.61

17.1

07.

5210

.61

17.1

04.

778.

4411

.75

19.7

28.

4411

.75

19.7

2

1024

1.61

62.

99 6

6.05

79.

4416

.74

6.94

710

.61

16.7

43.

90 7

7.22

11.1

419

.72

8.25

11.7

519

.72

1212

2.06

63.

46 7

6.41

9.47

15.6

77.

099.

9115

.67

4.30

7.46

11.2

618

.49

7.94

11.2

618

.49

1216

1.55

62.

86 6

5.59

68.

5114

.75

6.43

69.

6914

.75

3.70

66.

62 7

10.3

218

.36

7.58

711

.26

18.4

9

1224

0.27

31.

79 3

4.13

66.

81 6

12.5

8 7

5.23

68.

35 6

12.5

8 7

2.59

65.

12 6

8.55

616

.07

6.38

69.

83 6

18.1

9

1412

1.37

32.

56 6

4.82

67.

37 7

12.4

95.

60 6

8.49

712

.49

3.33

65.

80 6

9.03

15.6

76.

70 6

9.95

16.7

3

1416

0.76

21.

87 3

3.92

66.

31 6

11.1

5 7

4.85

67.

63 6

11.1

5 7

2.62

34.

85 6

7.90

614

.23

5.93

69.

00 6

16.0

4

1424

-0.

14 2

2.37

34.

48 3

8.87

63.

54 3

6.14

38.

87 6

1.36

23.

20 3

5.96

611

.77

64.

58 3

7.36

614

.04

6

1612

0.75

21.

71 3

3.43

35.

39 6

9.45

64.

24 3

6.52

69.

45 6

2.39

34.

28 6

6.89

612

.09

75.

24 6

7.86

613

.65

7

1616

-0.

98 2

2.52

34.

34 3

8.13

63.

46 3

5.64

38.

13 6

1.63

33.

30 3

5.74

610

.66

64.

42 3

6.87

612

.47

6

1624

--

0.42

22.

55 2

5.91

32.

13 2

4.17

25.

91 3

-1.

62 2

3.78

38.

24 3

3.02

25.

19 3

10.4

7 3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

200-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

959.

9813

.55

23.0

89.

9813

.55

23.0

8

816

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

824

5.95

9.92

13.5

523

.08

9.98

13.5

523

.08

912

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

916

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

924

5.45

9.30

13.2

522

.46

9.77

13.2

522

.46

1012

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1016

5.68

9.54

12.9

121

.80

9.54

12.9

121

.80

1024

4.79

8.62

12.6

021

.80

9.54

12.9

121

.80

1212

5.16

8.84

12.1

720

.40

9.02

12.1

720

.40

1216

4.53

77.

9611

.57

20.4

08.

9212

.17

20.4

0

1224

3.37

66.

39 6

9.76

718

.84

7.67

611

.32

718

.84

1412

4.09

67.

04 7

10.0

718

.55

7.96

711

.14

18.5

5

1416

3.34

66.

03 6

8.92

717

.04

7.14

610

.26

717

.04

1424

2.01

34.

27 3

6.92

614

.44

65.

69 3

8.64

614

.44

6

1612

3.05

65.

34 6

8.03

614

.71

6.34

69.

27 6

14.7

1

1616

2.23

34.

28 3

6.79

613

.16

65.

45 3

8.24

613

.16

6

1624

0.24

22.

48 2

4.68

310

.54

63.

94 2

6.49

310

.54

6

30 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

713.

917.

099.

617.

099.

613.

124.

508.

1410

.96

17.1

78.

1410

.96

17.1

7

816

2.63

3.91

7.04

9.61

7.09

9.61

3.12

4.50

8.10

10.9

617

.17

8.14

10.9

617

.17

824

2.17

3.61

6.30

9.24

7.09

9.61

2.67

4.35

7.36

10.6

017

.17

8.14

10.9

617

.17

912

2.61

3.84

6.93

9.32

6.93

9.32

3.10

4.41

7.98

10.6

516

.68

7.98

10.6

516

.68

916

2.32

3.73

6.65

9.32

6.93

9.32

2.84

4.41

7.71

10.6

516

.68

7.98

10.6

516

.68

924

1.76

63.

105.

708.

586.

939.

322.

25 7

3.82

6.78

9.96

16.6

87.

9810

.65

16.6

8

1012

2.34

3.70

6.70

9.01

6.70

9.01

2.87

4.31

7.72

10.3

016

.14

7.72

10.3

016

.14

1016

1.99

73.

316.

208.

976.

709.

012.

50 7

4.02

7.27

10.3

016

.14

7.72

10.3

016

.14

1024

1.33

62.

57 6

5.04

77.

676.

22 7

9.00

1.80

63.

25 7

6.12

9.24

16.0

57.

4910

.30

16.1

4

1212

1.74

62.

93 7

5.39

7.79

6.20

8.34

2.22

63.

59 7

6.54

9.30

14.9

57.

159.

5514

.95

1216

1.29

32.

42 6

4.63

66.

91 7

5.63

68.

12 7

1.73

63.

06 6

5.75

78.

3814

.41

6.79

79.

5514

.95

1224

0.10

21.

49 3

3.28

65.

34 6

4.59

66.

94 6

0.65

32.

08 3

4.31

66.

73 6

12.3

35.

69 6

8.42

614

.45

1412

1.14

32.

15 6

3.97

65.

94 6

4.89

67.

07 6

1.53

32.

73 6

4.95

67.

25 7

12.4

55.

92 6

8.44

713

.66

1416

0.50

21.

56 3

3.14

34.

97 6

4.24

36.

32 6

0.98

32.

11 3

4.07

66.

22 6

11.1

4 7

5.23

67.

65 6

12.9

6 7

1424

-0.

03 2

1.69

23.

29 3

3.10

25.

01 3

-0.

88 2

2.53

34.

43 3

8.87

64.

01 3

6.26

311

.19

6

1612

0.58

21.

43 3

2.75

34.

32 6

3.69

35.

49 6

0.90

21.

92 3

3.55

65.

41 6

9.60

74.

56 6

6.66

611

.20

7

1616

-0.

80 2

1.91

33.

33 3

3.02

34.

71 3

-1.

25 2

2.65

34.

35 3

8.26

63.

84 3

5.82

310

.13

6

1624

--

-1.

66 2

1.86

23.

37 2

--

0.61

22.

56 2

5.99

32.

59 2

4.39

28.

31 3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

137-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

214.

538.

0011

.63

19.1

48.

0011

.63

19.1

45.

319.

0912

.47

21.4

89.

0912

.47

21.4

8

816

3.21

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

824

2.80

4.42

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

8.91

12.4

721

.48

9.09

12.4

721

.48

912

3.17

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

916

2.95

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

924

2.36

3.94

7.43

11.2

918

.60

7.88

11.3

518

.60

4.92

8.35

12.3

021

.03

8.91

12.3

021

.03

1012

2.96

4.44

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1016

2.60

4.19

7.75

11.0

518

.02

7.75

11.0

518

.02

5.14

8.72

12.1

120

.55

8.72

12.1

120

.55

1024

1.90

63.

40 7

6.76

10.5

018

.02

7.60

11.0

518

.02

4.35

7.73

12.1

120

.55

8.72

12.1

120

.55

1212

2.32

73.

857.

1210

.41

16.7

47.

4510

.41

16.7

44.

738.

2511

.68

19.5

58.

2811

.68

19.5

5

1216

1.84

63.

29 6

6.35

9.64

16.7

47.

1510

.41

16.7

44.

17 7

7.46

11.4

219

.55

8.28

11.6

819

.55

1224

0.77

32.

26 6

4.94

67.

99 7

14.6

56.

02 6

9.50

714

.65

3.12

66.

01 6

9.74

718

.30

7.24

610

.98

719

.55

1412

1.66

63.

02 6

5.67

78.

5514

.60

6.45

79.

6414

.60

3.82

66.

6810

.34

18.0

67.

5711

.14

18.0

8

1416

1.09

32.

35 6

4.76

67.

48 6

13.2

35.

71 6

8.80

613

.23

3.13

65.

74 6

9.23

716

.61

6.82

610

.34

718

.08

1424

-0.

93 3

3.17

35.

62 6

10.8

6 6

4.39

37.

31 6

10.8

6 6

1.89

34.

07 6

7.26

614

.09

75.

48 6

8.70

616

.42

7

1612

1.03

32.

17 3

4.23

66.

59 6

11.4

5 7

5.07

67.

77 6

11.4

5 7

2.91

65.

09 6

8.18

714

.43

6.05

69.

19 7

16.0

7

1616

0.01

21.

43 3

3.27

35.

47 6

10.0

3 6

4.27

36.

86 6

10.0

3 6

2.13

34.

09 6

6.99

612

.91

75.

24 6

8.18

614

.83

7

1624

--

1.59

23.

56 3

7.64

32.

88 2

5.29

37.

64 3

0.21

22.

36 3

4.93

310

.31

63.

82 3

6.43

312

.71

6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

200-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

824

6.05

10.2

113

.91

23.8

710

.22

13.9

123

.87

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

924

5.86

9.66

13.6

523

.32

10.0

313

.65

23.3

2

1012

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1016

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1024

5.26

9.05

13.0

922

.73

9.83

13.3

622

.73

1212

5.63

9.38

12.7

121

.46

9.38

12.7

121

.46

1216

5.04

8.86

12.7

121

.46

9.38

12.7

121

.46

1224

3.95

67.

35 7

11.0

721

.14

8.59

712

.56

21.1

4

1412

4.64

78.

0011

.54

20.1

38.

8611

.97

20.1

3

1416

3.91

67.

01 7

10.4

019

.45

8.10

711

.74

19.4

5

1424

2.61

35.

25 6

8.37

616

.85

6.69

610

.12

616

.85

1612

3.63

66.

33 6

9.29

717

.31

7.34

610

.53

717

.31

1616

2.81

35.

24 6

8.04

615

.68

6.45

69.

51 6

15.6

8

1624

1.28

23.

37 3

5.88

312

.91

64.

90 3

7.74

312

.91

6

30 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

6510

.60

7.65

10.6

03.

284.

808.

7112

.01

19.2

08.

7112

.01

19.2

0

816

2.87

4.20

7.65

10.6

07.

6510

.60

3.28

4.80

8.71

12.0

119

.20

8.71

12.0

119

.20

824

2.70

4.20

7.18

10.3

47.

6510

.60

3.22

4.80

8.22

11.6

719

.20

8.71

12.0

119

.20

912

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

916

2.83

4.15

7.42

10.4

27.

5510

.42

3.25

4.74

8.46

11.8

118

.87

8.61

11.8

118

.87

924

2.37

4.15

6.79

9.90

7.55

10.4

22.

884.

747.

8311

.23

18.8

78.

6111

.81

18.8

7

1012

2.82

4.10

7.45

10.2

17.

4510

.21

3.22

4.68

8.50

11.5

818

.52

8.50

11.5

818

.52

1016

2.57

4.10

7.12

10.2

17.

4510

.21

3.08

4.68

8.16

11.5

818

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8.50

11.5

818

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1024

2.01

3.77

6.34

9.41

7.45

10.2

12.

514.

507.

3910

.75

18.5

28.

5011

.58

18.5

2

1212

2.38

3.97

7.00

9.76

7.18

9.76

2.91

4.55

8.04

11.0

817

.72

8.22

11.0

817

.72

1216

1.98

3.66

6.44

9.51

7.18

9.76

2.50

4.38

7.48

10.8

517

.72

8.22

11.0

817

.72

1224

1.10

62.

91 7

5.32

8.26

6.98

9.76

1.64

63.

60 7

6.36

9.62

17.4

78.

2211

.08

17.7

2

1412

1.86

73.

446.

399.

256.

809.

252.

37 7

4.12

7.43

10.5

116

.83

7.80

10.5

116

.83

1416

1.36

62.

94 6

5.63

8.45

6.68

9.25

1.84

63.

61 7

6.67

9.96

16.8

37.

8010

.51

16.8

3

1424

-2.

00 6

4.10

66.

84 7

5.65

68.

48 7

0.50

32.

63 6

5.15

68.

29 7

15.3

06.

83 6

10.0

6 7

16.8

3

1612

1.31

62.

79 6

5.25

77.

786.

18 7

8.70

1.76

63.

42 6

6.35

9.25

15.8

67.

339.

9015

.86

1616

0.51

32.

20 6

4.38

66.

77 7

5.52

68.

17 7

1.06

32.

80 6

5.43

68.

18 7

14.6

86.

64 6

9.65

715

.86

1624

-0.

93 3

2.71

34.

94 6

4.33

36.

81 6

-1.

65 3

3.76

66.

27 6

12.2

3 7

5.38

68.

22 6

14.7

3 7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

137-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

.62

21.2

28.

5112

.62

21.2

25.

589.

6913

.29

23.4

69.

6913

.29

23.4

6

816

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

824

3.34

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

912

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

916

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

924

3.00

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.32

13.1

823

.16

9.58

13.1

823

.16

1012

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1016

3.21

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1024

2.63

4.51

8.01

12.0

320

.50

8.35

12.2

420

.50

5.49

8.90

13.0

622

.83

9.46

13.0

622

.83

1212

3.01

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1216

2.60

4.45

8.10

11.7

919

.64

8.16

11.7

919

.64

5.38

8.99

12.7

822

.11

9.18

12.7

822

.11

1224

1.76

73.

657.

0010

.93

19.4

68.

1611

.79

19.4

64.

617.

9212

.54

22.1

19.

1812

.78

22.1

1

1412

2.46

4.27

7.94

11.3

018

.68

7.94

11.3

018

.68

5.19

8.86

12.4

621

.33

8.86

12.4

621

.33

1416

1.93

63.

727.

3111

.21

18.6

87.

9411

.30

18.6

84.

648.

2212

.46

21.3

38.

8612

.46

21.3

3

1424

0.62

62.

69 6

5.82

79.

5617

.73

6.93

711

.08

17.7

33.

58 6

6.76

711

.24

21.2

38.

18 7

12.4

621

.33

1612

1.87

63.

61 7

6.95

10.4

917

.63

7.66

10.7

817

.63

4.46

8.03

12.1

020

.53

8.50

12.1

020

.53

1616

1.18

62.

94 6

6.04

79.

4216

.97

6.93

710

.75

16.9

73.

78 6

7.10

711

.19

20.5

38.

08 7

12.1

020

.53

1624

-1.

55 3

4.39

67.

48 6

14.4

5 7

5.58

69.

27 6

14.4

5 7

2.51

65.

40 6

9.20

618

.09

6.72

610

.72

620

.53

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

200-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

.83

14.8

725

.72

10.8

314

.87

25.7

2

816

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

824

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

912

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

916

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

924

6.29

10.6

214

.71

25.5

010

.72

14.7

125

.50

1012

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1016

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1024

6.24

10.1

914

.44

25.2

510

.59

14.5

325

.25

1212

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1216

6.12

10.2

814

.11

24.3

910

.30

14.1

124

.39

1224

5.52

9.21

13.3

824

.39

10.3

014

.11

24.3

9

1412

5.99

9.97

13.6

423

.43

9.97

13.6

423

.43

1416

5.53

9.51

13.6

423

.43

9.97

13.6

423

.43

1424

4.43

78.

0512

.14

23.4

39.

5413

.64

23.4

3

1612

5.33

9.43

13.1

022

.41

9.60

13.1

022

.41

1616

4.61

78.

4612

.50

22.4

19.

4113

.10

22.4

1

1624

3.28

66.

69 6

10.4

6 7

20.8

77.

98 6

12.2

6 7

20.8

7

30 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

8710

.99

7.87

10.9

93.

354.

928.

9412

.42

20.0

08.

9412

.42

20.0

0

816

2.94

4.31

7.87

10.9

97.

8710

.99

3.35

4.92

8.94

12.4

220

.00

8.94

12.4

220

.00

824

2.91

4.31

7.53

10.7

77.

8710

.99

3.35

4.92

8.56

12.0

920

.00

8.94

12.4

220

.00

912

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

.74

916

2.92

4.27

7.71

10.8

47.

7910

.84

3.32

4.87

8.75

12.2

619

.74

8.86

12.2

619

.74

924

2.62

4.27

7.21

10.4

17.

7910

.84

3.15

4.87

8.24

11.7

319

.74

8.86

12.2

619

.74

1012

2.89

4.23

7.71

10.6

87.

7110

.68

3.30

4.83

8.76

12.0

819

.46

8.76

12.0

819

.46

1016

2.81

4.23

7.48

10.6

87.

7110

.68

3.30

4.83

8.51

12.0

319

.46

8.76

12.0

819

.46

1024

2.30

4.14

6.85

10.0

17.

7110

.68

2.82

4.83

7.88

11.3

319

.46

8.76

12.0

819

.46

1212

2.65

4.13

7.37

10.3

27.

5210

.32

3.18

4.72

8.41

11.6

718

.82

8.56

11.6

718

.82

1216

2.29

4.06

6.92

10.1

07.

5210

.32

2.81

4.72

7.95

11.4

218

.82

8.56

11.6

718

.82

1224

1.50

73.

376.

029.

097.

5210

.32

2.06

4.11

7.04

10.4

218

.59

8.56

11.6

718

.82

1412

2.18

3.88

6.88

9.90

7.25

9.90

2.71

4.59

7.91

11.2

118

.09

8.29

11.2

118

.09

1416

1.72

73.

426.

279.

377.

259.

902.

234.

137.

3010

.69

18.0

98.

2911

.21

18.0

9

1424

0.50

62.

53 6

5.04

77.

996.

62 7

9.90

1.06

63.

22 7

6.06

9.33

17.3

17.

9011

.21

18.0

9

1612

1.68

63.

296.

329.

426.

919.

452.

18 7

3.98

7.35

10.7

117

.29

7.91

10.7

117

.29

1616

0.99

62.

73 6

5.51

78.

536.

54 7

9.45

1.54

63.

39 7

6.54

9.86

17.2

97.

7610

.71

17.2

9

1624

-1.

60 6

3.90

66.

73 6

5.39

68.

57 6

-2.

29 6

4.93

68.

08 7

15.5

46.

56 6

10.1

3 7

17.2

9

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

137-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

22.0

45.

699.

9213

.62

24.2

49.

9213

.62

24.2

4

816

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

824

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

912

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

916

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

924

3.27

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.71

13.5

324

.00

9.83

13.5

324

.00

1012

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

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9.74

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323

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3.39

4.81

8.59

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8.59

12.7

021

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5.62

9.74

13.4

323

.74

9.74

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323

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2.95

4.81

8.48

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021

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8.59

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021

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5.62

9.36

13.4

323

.74

9.74

13.4

323

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1212

3.30

4.76

8.43

12.3

420

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8.43

12.3

420

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5.53

9.52

13.2

123

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9.52

13.2

123

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1216

2.93

4.76

8.43

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420

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8.43

12.3

420

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5.53

9.43

13.2

123

.15

9.52

13.2

123

.15

1224

2.18

4.10

7.66

11.6

920

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8.43

12.3

420

.55

5.11

8.55

13.2

123

.15

9.52

13.2

123

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1412

2.81

4.68

8.26

11.9

320

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8.26

11.9

320

.00

5.43

9.26

12.9

622

.49

9.26

12.9

622

.49

1416

2.33

4.19

7.91

11.9

320

.00

8.26

11.9

320

.00

5.16

8.80

12.9

622

.49

9.26

12.9

622

.49

1424

1.18

63.

24 7

6.69

10.6

219

.29

7.82

11.9

319

.29

4.20

7.60

12.2

222

.49

9.18

12.9

622

.49

1612

2.28

4.10

7.96

11.5

019

.13

8.05

11.5

019

.13

5.03

8.84

12.6

621

.79

8.97

12.6

621

.79

1616

1.67

63.

48 7

7.16

11.1

519

.13

7.87

11.5

019

.13

4.40

8.06

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621

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621

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0.03

62.

22 6

5.58

69.

3917

.84

6.61

611

.13

17.8

43.

21 6

6.50

711

.01

21.1

27.

88 7

12.5

421

.79

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

200-

(mils

)

5468

30 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

4511

.06

15.2

426

.42

11.0

615

.24

26.4

2

816

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

824

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

912

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

916

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

924

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

1012

6.37

10.8

814

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26.0

610

.88

14.9

726

.06

1016

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1024

6.37

10.6

414

.97

26.0

610

.88

14.9

726

.06

1212

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1216

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1224

6.07

9.84

14.1

025

.54

10.6

514

.64

25.5

4

1412

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1416

6.10

10.0

814

.26

24.7

610

.38

14.2

624

.76

1424

5.11

8.88

13.0

724

.76

10.3

814

.26

24.7

6

1612

5.95

10.0

913

.84

23.9

010

.09

13.8

423

.90

1616

5.30

9.35

13.5

723

.90

10.0

913

.84

23.9

0

1624

4.06

77.

7811

.88

23.9

09.

2413

.84

23.9

0

30 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

925S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

9811

.17

7.98

11.1

73.

384.

979.

0512

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20.3

89.

0512

.61

20.3

8

816

2.97

4.37

7.92

11.1

77.

9811

.17

3.38

4.97

8.95

12.5

520

.38

9.05

12.6

120

.38

824

2.87

4.37

7.51

10.7

77.

9811

.17

3.38

4.97

8.53

12.0

820

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9.05

12.6

120

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912

2.95

4.33

7.91

11.0

47.

9111

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3.36

4.93

8.97

12.4

620

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8.97

12.4

620

.15

916

2.95

4.33

7.70

10.9

97.

9111

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3.36

4.93

8.73

12.3

020

.15

8.97

12.4

620

.15

924

2.56

4.33

7.17

10.4

07.

9111

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3.09

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8.20

11.7

120

.15

8.97

12.4

620

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1012

2.93

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7.78

10.9

07.

8310

.90

3.33

4.89

8.81

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119

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8.89

12.3

119

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1016

2.77

4.29

7.45

10.7

17.

8310

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3.30

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319

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8.89

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119

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1024

2.19

4.08

6.80

9.99

7.83

10.9

02.

744.

857.

8211

.30

19.7

38.

8912

.31

19.9

0

1212

2.61

4.21

7.35

10.5

87.

6610

.58

3.13

4.80

8.38

11.9

119

.33

8.71

11.9

519

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1216

2.22

4.03

6.88

10.0

77.

6610

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2.74

4.78

7.90

11.3

919

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8.71

11.9

519

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1224

1.27

3.28

5.94

9.02

7.66

10.5

81.

834.

026.

9610

.34

18.5

98.

7111

.95

19.3

3

1412

2.12

3.86

6.84

10.0

37.

4610

.21

2.64

4.60

7.86

11.3

418

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8.51

11.5

418

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1416

1.55

73.

366.

209.

317.

4610

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2.11

4.08

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10.6

318

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8.51

11.5

418

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1424

0.16

62.

38 6

4.92

7.89

6.64

10.2

10.

75 6

3.08

75.

939.

2117

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7.95

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418

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1.59

73.

266.

259.

377.

169.

802.

10 7

3.96

7.27

10.6

917

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8.18

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917

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1616

0.72

62.

63 6

5.42

8.44

6.64

9.80

1.28

63.

32 7

6.43

9.76

17.9

07.

9111

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17.9

7

1624

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17 6

3.75

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57 7

5.37

68.

92 7

-1.

99 6

4.75

67.

90 7

15.6

96.

58 6

10.5

0 7

17.9

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S13

7-(m

ils)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

824

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

9.96

13.7

724

.62

10.0

313

.77

24.6

2

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

924

3.21

4.88

8.76

12.9

722

.13

8.76

13.0

622

.13

5.71

9.62

13.6

924

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9.95

13.6

924

.40

1012

3.42

4.86

8.70

12.9

221

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8.70

12.9

221

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5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1016

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1024

2.87

4.79

8.41

12.5

621

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8.70

12.9

221

.65

5.67

9.25

13.6

124

.17

9.87

13.6

124

.17

1212

3.26

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.67

13.4

123

.64

9.67

13.4

123

.64

1216

2.87

4.78

8.49

12.6

021

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8.56

12.6

021

.31

5.60

9.33

13.4

123

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9.67

13.4

123

.64

1224

1.96

3.99

7.55

11.6

120

.54

8.56

12.6

020

.54

5.02

8.38

13.1

823

.64

9.67

13.4

123

.64

1412

2.76

4.65

8.40

12.2

320

.62

8.40

12.2

320

.62

5.51

9.29

13.1

923

.05

9.45

13.1

923

.05

1416

2.23

4.11

7.81

11.9

020

.62

8.40

12.2

320

.62

5.11

8.64

13.1

923

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9.45

13.1

923

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1424

0.88

63.

036.

5410

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19.2

27.

7912

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19.2

24.

067.

3512

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22.4

49.

2013

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23.0

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1612

2.20

4.05

7.87

11.8

419

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8.23

11.8

419

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5.00

8.69

12.9

322

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9.19

12.9

322

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1.41

63.

377.

0311

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19.8

47.

9111

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19.8

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327.

8512

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22.4

1

1624

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81 6

5.37

79.

2017

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6.55

711

.47

17.7

02.

97 6

6.17

710

.81

20.9

67.

88 7

12.6

622

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CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S20

0-(m

ils)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

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916

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

924

6.47

10.9

015

.30

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1024

6.43

10.5

214

.92

26.4

411

.01

15.1

826

.44

1212

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1216

6.35

10.6

014

.89

26.0

610

.81

14.8

926

.06

1224

5.98

9.64

14.0

126

.06

10.8

114

.89

26.0

6

1412

6.26

10.5

614

.56

25.3

810

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14.5

625

.38

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6.06

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14.2

925

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10.5

814

.56

25.3

8

1424

4.99

8.61

12.9

325

.22

10.5

814

.56

25.2

2

1612

5.94

9.96

14.1

824

.61

10.3

114

.18

24.6

1

1616

5.23

9.11

13.4

524

.61

10.3

114

.18

24.6

1

1624

3.89

77.

4211

.68

23.7

79.

2514

.18

23.7

7

35 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

45 6

2.41

64.

32 7

6.08

5.04

76.

921.

89 6

3.04

75.

387.

4811

.21

6.15

8.07

11.6

1

816

1.04

31.

96 6

3.66

65.

33 7

4.52

66.

38 7

1.45

62.

56 6

4.68

66.

67 7

10.1

75.

60 6

7.79

711

.61

824

-1.

15 3

2.50

34.

02 6

3.61

35.

36 6

0.53

31.

70 3

3.44

65.

27 6

8.36

74.

63 6

6.71

610

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7

912

1.03

31.

87 6

3.35

64.

84 6

4.11

65.

77 6

1.41

32.

43 6

4.27

66.

05 7

9.12

5.09

67.

04 7

10.6

3

916

0.59

21.

37 3

2.66

34.

05 6

3.56

35.

15 6

0.93

31.

90 3

3.53

65.

21 6

8.04

74.

49 6

6.38

69.

98 7

924

-0.

15 2

1.49

22.

71 3

2.62

24.

08 3

-0.

98 2

2.26

33.

76 3

6.18

63.

47 3

5.24

38.

62 6

1012

0.65

21.

37 3

2.51

33.

75 6

3.27

34.

68 6

0.97

31.

86 3

3.28

64.

78 6

7.27

74.

11 6

5.79

68.

93 7

1016

-0.

86 2

1.82

32.

97 3

2.72

34.

06 3

0.24

21.

31 2

2.55

33.

94 6

6.20

63.

51 3

5.12

68.

13 6

1024

--

0.23

21.

65 2

1.78

22.

99 2

--

1.30

22.

51 3

4.38

32.

49 2

3.97

36.

77 3

1212

-0.

57 2

1.24

22.

08 3

1.96

22.

95 3

0.00

20.

93 2

1.78

22.

81 3

4.42

62.

56 2

3.76

35.

95 6

1216

--

0.61

21.

36 2

1.44

22.

37 2

-0.

05 2

1.09

22.

03 2

3.44

31.

99 2

3.12

25.

21 3

1224

--

--

0.57

11.

39 2

--

-0.

22 2

1.78

21.

05 1

2.06

23.

96 2

1412

--

0.22

20.

98 2

1.06

21.

74 2

--

0.79

21.

49 2

2.52

31.

49 2

2.32

23.

86 3

1416

--

--

0.60

11.

23 1

--

-0.

80 2

1.66

20.

99 1

1.76

23.

21 2

1424

--

--

--

--

--

--

0.82

12.

12 2

1612

--

-0.

00 1

0.49

10.

97 1

--

-0.

65 1

1.32

20.

79 1

1.38

12.

50 2

1616

--

--

-0.

52 1

--

--

0.17

20.

12 1

0.89

11.

93 2

1624

--

--

--

--

--

--

-0.

97 1

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

162-

(mils

)

50 k

si50

ksi

97

362S

137-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

05 6

3.33

76.

068.

7613

.34

6.60

8.96

13.3

44.

187.

1310

.26

16.1

47.

3610

.26

16.1

4

816

1.61

62.

82 6

5.36

77.

9512

.42

6.04

78.

9412

.42

3.66

76.

419.

7215

.96

7.20

10.2

616

.14

824

0.76

31.

90 3

4.13

66.

52 6

10.5

45.

01 6

7.81

610

.54

2.71

65.

12 6

8.24

713

.96

6.17

69.

25 7

16.1

4

912

1.58

62.

74 6

5.00

77.

3411

.17

5.62

78.

2511

.17

3.52

75.

999.

0514

.39

6.72

9.78

14.8

9

916

1.09

32.

16 6

4.24

66.

45 6

10.0

34.

98 6

7.54

610

.03

2.92

65.

19 6

8.12

713

.16

6.07

68.

99 7

14.8

9

924

-1.

14 3

2.92

34.

93 6

8.07

63.

86 3

6.30

68.

07 6

1.87

33.

80 6

6.50

611

.04

74.

92 6

7.60

613

.54

7

1012

1.14

32.

13 6

3.98

65.

96 6

9.06

4.63

66.

91 6

9.06

2.86

64.

82 6

7.51

711

.88

5.58

68.

28 7

13.6

0

1016

0.59

21.

52 3

3.20

35.

06 6

7.92

63.

95 3

6.17

67.

92 6

2.22

34.

00 6

6.54

610

.63

74.

90 6

7.44

612

.64

7

1024

--

1.87

23.

53 3

5.98

62.

81 2

4.90

35.

98 6

1.10

22.

59 3

4.89

38.

51 6

3.73

36.

01 3

11.0

1 6

1212

0.16

21.

11 2

2.34

33.

67 3

5.74

62.

98 3

4.57

35.

74 6

1.70

33.

10 3

4.95

67.

81 6

3.91

35.

71 6

9.44

6

1216

-0.

13 2

1.59

22.

83 3

4.68

32.

32 2

3.86

34.

68 3

1.02

22.

26 2

4.00

36.

64 6

3.19

24.

88 3

8.53

6

1224

--

-1.

41 2

2.90

21.

22 2

2.68

22.

90 2

-0.

34 2

2.41

24.

69 3

1.99

23.

49 2

7.00

3

1412

-0.

04 2

1.17

22.

10 2

3.47

31.

74 2

2.90

23.

47 3

0.80

21.

73 2

3.00

34.

98 3

2.47

23.

68 3

6.43

3

1416

--

0.13

21.

35 2

2.54

21.

15 2

2.27

22.

54 2

-0.

95 2

2.16

23.

94 3

1.81

22.

94 2

5.62

3

1424

--

--

0.47

2-

1.22

10.

47 2

--

0.16

22.

21 2

0.36

11.

70 2

4.26

2

1612

--

0.19

11.

08 2

2.00

20.

93 1

1.78

22.

00 2

-0.

78 2

1.70

23.

08 2

1.44

22.

30 2

4.35

2

1616

--

-0.

01 1

1.18

20.

15 1

1.23

11.

18 2

--

0.96

22.

18 2

0.86

11.

65 2

3.64

2

1624

--

--

--

--

--

--

-0.

11 1

2.45

1

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

250-

(mils

)

50 k

si50

ksi

97

362S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

038.

4311

.18

17.9

68.

4311

.18

17.9

6

816

4.49

7.74

10.9

717

.96

8.43

11.1

817

.96

824

3.49

66.

38 7

9.45

16.6

77.

45 7

10.7

316

.67

912

4.30

77.

2510

.22

16.9

37.

9910

.61

16.9

3

916

3.67

66.

40 7

9.25

15.8

97.

30 7

10.3

515

.89

924

2.55

34.

91 6

7.56

613

.68

6.08

68.

98 6

13.6

8

1012

3.57

66.

03 7

8.59

14.6

26.

84 7

9.57

14.6

2

1016

2.88

65.

13 6

7.56

613

.27

6.09

68.

73 6

13.2

7

1024

1.68

33.

59 3

5.81

611

.00

64.

79 3

7.28

611

.00

6

1212

2.24

33.

92 6

5.96

69.

87 7

4.75

66.

99 6

9.87

7

1216

1.51

23.

02 3

4.91

38.

61 6

3.98

36.

11 3

8.61

6

1224

-1.

50 2

3.15

26.

48 3

2.68

24.

62 2

6.48

3

1412

1.20

22.

35 2

3.78

36.

48 6

3.13

24.

73 3

6.48

6

1416

0.08

21.

51 2

2.82

25.

36 3

2.41

23.

91 2

5.36

3

1424

--

1.21

23.

46 2

1.19

12.

55 2

3.46

2

1612

0.16

21.

24 2

2.22

24.

17 3

1.94

23.

05 2

4.17

3

1616

--

1.38

23.

19 2

1.29

12.

34 2

3.19

2

1624

--

-1.

53 2

-1.

14 1

1.53

2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

97

362S

300-

(mils

)

5468

35 p

sf L

ater

al L

oad

97

33 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

74 6

2.82

75.

127.

185.

757.

552.

23 7

3.49

6.29

8.70

13.0

76.

718.

7613

.07

816

1.34

62.

38 6

4.46

76.

435.

32 7

7.47

1.80

63.

03 6

5.59

7.91

12.6

26.

508.

7613

.07

824

0.48

31.

58 3

3.29

65.

09 6

4.42

66.

46 6

1.03

32.

19 6

4.34

66.

50 6

10.8

35.

54 6

7.94

612

.92

912

1.33

62.

29 6

4.14

65.

934.

92 6

6.88

1.75

62.

91 6

5.18

77.

2911

.50

6.00

78.

2212

.14

916

0.89

31.

80 3

3.42

65.

11 6

4.36

66.

25 6

1.28

32.

38 6

4.41

66.

42 7

10.4

05.

41 6

7.63

712

.14

924

-0.

92 2

2.19

33.

69 6

3.38

35.

14 6

0.05

21.

45 3

3.09

34.

91 6

8.48

64.

36 3

6.46

610

.73

6

1012

0.93

31.

78 3

3.24

64.

77 6

4.05

65.

76 6

1.30

32.

33 6

4.15

65.

97 7

9.51

5.02

67.

03 7

11.0

5

1016

0.23

21.

25 3

2.51

33.

93 6

3.47

35.

10 6

0.79

21.

77 3

3.36

65.

06 6

8.37

74.

39 6

6.32

610

.19

7

1024

--

1.26

22.

49 3

2.46

23.

96 3

-0.

67 2

2.01

33.

52 3

6.43

63.

30 3

5.10

38.

70 6

1212

0.01

20.

90 2

1.80

32.

88 3

2.60

33.

86 3

0.53

21.

33 2

2.46

33.

77 3

6.21

63.

32 3

4.83

37.

72 6

1216

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1.09

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07 2

2.02

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20 2

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74 2

1.70

22.

89 3

5.12

62.

70 2

4.12

36.

87 6

1224

--

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13 2

1.05

22.

10 2

--

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42 2

3.29

31.

64 2

2.93

25.

44 3

1412

--

0.81

21.

56 2

1.55

22.

46 2

-0.

57 2

1.28

22.

21 2

3.88

32.

08 2

3.18

25.

24 3

1416

--

-0.

82 2

1.02

11.

86 2

--

0.25

21.

40 2

2.90

21.

50 2

2.53

24.

47 2

1424

--

--

-0.

85 1

--

--

1.25

20.

15 1

1.43

13.

18 2

1612

--

-0.

68 2

0.83

11.

48 2

--

0.50

21.

14 2

2.29

21.

21 2

2.01

23.

49 2

1616

--

--

0.10

10.

94 1

--

--

1.43

20.

69 1

1.43

12.

81 2

1624

--

--

--

--

--

--

0.01

11.

68 1

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

137-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

36 7

3.74

6.84

9.58

14.8

76.

949.

5814

.87

4.64

7.79

10.7

917

.58

7.79

10.7

917

.58

816

1.95

63.

26 7

6.17

9.17

14.8

76.

829.

5814

.87

4.16

7.31

10.7

917

.58

7.79

10.7

917

.58

824

1.19

32.

38 6

4.97

67.

77 7

13.2

05.

84 6

9.03

713

.20

3.26

66.

07 7

9.50

16.7

77.

09 7

10.4

817

.58

912

1.92

63.

20 7

5.89

8.58

13.7

66.

509.

1413

.76

4.04

6.93

10.3

916

.66

7.46

10.4

716

.66

916

1.44

62.

64 6

5.12

67.

7012

.61

5.87

68.

7812

.61

3.46

66.

14 7

9.48

16.1

17.

01 7

10.3

416

.66

924

0.24

31.

63 3

3.78

66.

14 6

10.6

1 7

4.75

67.

54 6

10.6

1 7

2.43

64.

74 6

7.85

613

.97

5.89

68.

98 6

16.2

1

1012

1.47

32.

63 6

4.87

67.

25 7

11.5

45.

55 6

8.24

711

.54

3.41

65.

85 7

8.95

14.7

56.

65 7

9.74

15.4

7

1016

0.95

32.

01 3

4.06

66.

30 6

10.3

44.

86 6

7.47

610

.34

2.77

65.

00 6

7.95

713

.46

5.95

68.

89 7

15.3

1

1024

-0.

75 2

2.65

34.

67 3

8.29

63.

66 3

6.14

38.

29 6

1.64

33.

51 3

6.21

611

.23

64.

72 3

7.41

613

.57

6

1212

0.68

21.

55 3

3.09

34.

79 6

7.78

63.

79 3

5.78

67.

78 6

2.21

33.

91 6

6.23

610

.25

74.

77 6

7.06

611

.84

7

1216

-0.

88 2

2.27

33.

84 3

6.61

63.

08 3

5.00

36.

61 6

1.50

23.

02 3

5.19

68.

98 6

4.01

36.

16 6

10.8

1 6

1224

--

0.40

22.

26 2

4.65

31.

87 2

3.68

24.

65 3

-1.

50 2

3.44

36.

82 3

2.74

24.

64 3

9.08

3

1412

-0.

69 2

1.76

22.

96 3

5.05

32.

41 2

3.88

35.

05 3

1.22

22.

44 3

4.08

36.

91 6

3.28

34.

87 3

8.36

6

1416

--

0.98

22.

09 2

3.99

31.

74 2

3.16

23.

99 3

0.11

21.

56 2

3.11

25.

74 3

2.54

24.

02 2

7.42

3

1424

--

--

2.22

20.

18 1

1.94

22.

22 2

--

1.47

23.

78 2

1.29

22.

59 2

5.84

2

1612

--

0.82

21.

69 2

3.15

21.

41 2

2.52

23.

15 2

0.19

21.

30 2

2.50

24.

53 3

2.07

23.

21 2

5.83

3

1616

--

-0.

91 2

2.22

20.

81 1

1.87

22.

22 2

--

1.63

23.

49 2

1.39

22.

45 2

4.99

2

1624

--

--

--

0.78

1-

--

-1.

75 2

-1.

16 1

3.58

2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

200-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

438.

8711

.84

19.5

08.

8711

.84

19.5

0

816

5.04

8.70

11.8

419

.50

8.87

11.8

419

.50

824

4.09

77.

4210

.85

19.5

08.

4411

.84

19.5

0

912

4.88

8.27

11.3

518

.54

8.52

11.3

518

.54

916

4.28

77.

4510

.70

18.5

48.

3311

.35

18.5

4

924

3.18

65.

98 6

9.03

716

.70

7.14

610

.44

716

.70

1012

4.19

77.

119.

9117

.55

7.92

10.5

317

.55

1016

3.51

66.

20 6

8.90

16.2

17.

17 6

10.0

516

.21

1024

2.30

34.

61 6

7.13

613

.88

75.

86 6

8.62

613

.88

7

1212

2.84

64.

93 6

7.32

612

.72

5.82

68.

43 6

12.7

2

1216

2.08

33.

96 3

6.20

611

.33

65.

00 3

7.49

611

.33

6

1224

0.27

22.

31 2

4.30

39.

00 6

3.60

25.

89 3

9.00

6

1412

1.71

23.

17 3

5.01

38.

76 6

4.05

36.

09 3

8.76

6

1416

0.94

22.

24 2

3.92

37.

49 6

3.24

25.

17 3

7.49

6

1424

--

2.10

25.

36 3

1.90

23.

63 2

5.36

3

1612

0.84

21.

89 2

3.18

25.

92 3

2.71

24.

17 2

5.92

3

1616

-1.

01 2

2.19

24.

79 3

1.96

23.

33 2

4.79

3

1624

--

-2.

88 2

0.22

11.

93 1

2.88

2

35 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

400S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

563.

806.

899.

246.

899.

243.

074.

387.

9310

.57

16.4

37.

9310

.57

16.4

3

816

2.26

3.65

6.52

9.24

6.89

9.24

2.77

4.38

7.59

10.5

716

.43

7.93

10.5

716

.43

824

1.68

63.

005.

558.

366.

899.

242.

17 7

3.73

6.63

9.75

16.4

37.

9310

.57

16.4

3

912

2.25

3.59

6.62

8.91

6.65

8.91

2.77

4.28

7.68

10.2

115

.86

7.68

10.2

115

.86

916

1.88

63.

186.

008.

696.

658.

912.

39 7

3.89

7.08

10.2

115

.86

7.68

10.2

115

.86

924

1.17

62.

40 6

4.77

77.

346.

01 7

8.72

1.65

63.

08 6

5.86

78.

9115

.49

7.29

710

.21

15.8

6

1012

1.91

63.

165.

878.

396.

398.

572.

42 7

3.85

7.10

9.82

15.2

67.

399.

8215

.26

1016

1.48

62.

68 6

5.14

77.

556.

10 7

8.57

1.96

63.

35 7

6.34

9.12

15.2

67.

339.

8215

.26

1024

0.46

31.

78 6

3.81

66.

02 6

5.10

67.

58 6

1.00

32.

42 6

4.94

67.

53 7

13.4

46.

28 6

9.15

715

.26

1212

1.23

32.

27 6

4.25

66.

30 7

5.18

67.

44 7

1.64

62.

89 6

5.30

77.

6913

.08

6.27

78.

8913

.93

1216

0.61

31.

68 3

3.40

65.

32 6

4.52

66.

69 6

1.09

32.

26 6

4.39

66.

65 6

11.7

75.

57 6

8.10

613

.60

1224

-0.

16 2

1.88

33.

59 3

3.35

35.

35 3

-1.

09 3

2.81

34.

82 6

9.47

64.

33 3

6.69

611

.82

6

1412

0.54

21.

44 3

2.82

34.

43 6

3.81

35.

65 6

0.92

21.

96 3

3.67

65.

58 6

9.86

74.

72 6

6.87

611

.51

7

1416

-0.

78 2

1.94

33.

41 3

3.10

34.

84 3

-1.

27 2

2.73

34.

48 3

8.48

63.

97 3

6.01

310

.41

6

1424

--

-1.

66 2

1.89

23.

44 2

--

0.57

22.

61 2

6.13

32.

66 2

4.52

28.

53 3

1612

-0.

74 2

1.69

22.

92 3

2.66

24.

12 3

-1.

15 2

2.35

33.

83 3

7.17

63.

40 3

5.12

38.

79 6

1616

--

0.48

21.

92 2

1.96

23.

32 2

--

1.43

22.

76 2

5.82

32.

64 2

4.26

27.

70 3

1624

--

--

0.72

11.

96 2

--

-0.

20 2

3.56

21.

37 2

2.80

25.

87 2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

137-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

154.

457.

8111

.26

18.3

77.

8111

.26

18.3

75.

208.

8612

.17

20.7

68.

8612

.17

20.7

6

816

2.91

4.45

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

824

2.32

3.83

7.29

11.0

918

.37

7.81

11.2

618

.37

4.83

8.22

12.1

720

.76

8.86

12.1

720

.76

912

2.90

4.40

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

916

2.52

4.04

7.64

10.9

417

.76

7.67

10.9

417

.76

5.01

8.65

11.9

720

.25

8.66

11.9

720

.25

924

1.80

63.

23 7

6.51

10.1

917

.76

7.38

10.9

417

.76

4.18

7.50

11.8

020

.25

8.66

11.9

720

.25

1012

2.55

4.06

7.52

10.6

117

.10

7.52

10.6

117

.10

4.99

8.44

11.7

519

.72

8.44

11.7

519

.72

1016

2.10

63.

55 7

6.82

10.3

517

.10

7.52

10.6

117

.10

4.47

8.02

11.7

519

.72

8.44

11.7

519

.72

1024

1.20

62.

58 6

5.49

68.

7915

.90

6.50

610

.21

15.9

03.

49 6

6.65

710

.50

19.5

17.

81 7

11.6

219

.72

1212

1.80

63.

16 6

5.99

78.

9815

.35

6.75

79.

9115

.35

4.00

77.

0310

.80

18.4

97.

9011

.26

18.4

9

1216

1.24

32.

49 6

5.08

67.

92 7

13.9

96.

01 6

9.22

713

.99

3.32

66.

10 7

9.70

17.5

67.

16 7

10.7

818

.49

1224

-1.

13 3

3.47

36.

04 6

11.6

0 6

4.69

37.

74 6

11.6

0 6

2.08

34.

43 6

7.75

615

.03

75.

83 6

9.16

617

.37

7

1412

1.08

32.

20 3

4.36

66.

82 6

11.8

05.

22 6

8.04

611

.80

2.96

65.

31 6

8.45

714

.93

6.31

69.

47 7

16.6

0

1416

0.06

21.

45 3

3.37

35.

66 6

10.3

5 6

4.39

37.

10 6

10.3

5 6

2.17

34.

26 6

7.22

613

.36

75.

46 6

8.42

615

.33

7

1424

--

1.54

23.

68 3

7.86

62.

95 2

5.48

37.

86 6

0.20

22.

46 3

5.10

310

.68

63.

97 3

6.62

313

.15

6

1612

0.12

21.

33 2

2.96

34.

85 3

8.77

63.

84 3

6.07

38.

77 6

2.00

33.

77 3

6.30

611

.35

64.

82 3

7.35

613

.04

6

1616

-0.

05 2

1.97

23.

70 3

7.34

62.

99 2

5.12

37.

34 6

1.16

22.

70 3

5.04

39.

80 6

3.93

36.

27 3

11.7

6 6

1624

--

-1.

77 2

4.93

31.

55 2

3.52

24.

93 3

-0.

06 2

2.93

27.

18 3

2.40

24.

45 2

9.59

3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

200-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

959.

9813

.55

23.0

89.

9813

.55

23.0

8

816

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

824

5.77

9.53

13.5

523

.08

9.98

13.5

523

.08

912

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

916

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

924

5.09

8.82

12.8

122

.46

9.77

13.2

522

.46

1012

5.76

9.54

12.9

121

.80

9.54

12.9

121

.80

1016

5.38

9.42

12.9

121

.80

9.54

12.9

121

.80

1024

4.36

78.

0211

.95

21.8

09.

2012

.91

21.8

0

1212

4.84

8.39

12.0

620

.40

9.02

12.1

720

.40

1216

4.13

67.

42 7

10.9

420

.34

8.49

712

.17

20.3

4

1224

2.83

65.

67 6

8.93

617

.79

7.09

610

.66

617

.79

1412

3.71

66.

52 6

9.48

17.7

77.

54 6

10.7

117

.77

1416

2.87

35.

41 6

8.22

616

.12

6.63

69.

69 6

16.1

2

1424

1.26

23.

48 3

6.02

613

.29

65.

04 3

7.91

613

.29

6

1612

2.63

34.

80 6

7.39

613

.90

75.

88 6

8.74

613

.90

7

1616

1.74

23.

64 3

6.04

612

.22

64.

92 3

7.62

612

.22

6

1624

-1.

45 2

3.75

39.

39 3

3.26

25.

71 3

9.39

3

35 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

713.

917.

099.

617.

099.

613.

124.

508.

1410

.96

17.1

78.

1410

.96

17.1

7

816

2.48

3.91

6.79

9.61

7.09

9.61

2.99

4.50

7.85

10.9

617

.17

8.14

10.9

617

.17

824

1.95

73.

355.

928.

827.

099.

612.

444.

096.

9910

.20

17.1

78.

1410

.96

17.1

7

912

2.47

3.84

6.88

9.32

6.93

9.32

2.99

4.41

7.94

10.6

516

.68

7.98

10.6

516

.68

916

2.13

3.52

6.33

9.28

6.93

9.32

2.64

4.25

7.40

10.6

416

.68

7.98

10.6

516

.68

924

1.49

62.

79 7

5.23

8.06

6.68

9.32

1.96

63.

50 7

6.31

9.45

16.6

87.

9810

.65

16.6

8

1012

2.16

73.

516.

509.

016.

709.

012.

684.

227.

5610

.30

16.1

47.

7210

.30

16.1

4

1016

1.76

63.

06 7

5.82

8.52

6.70

9.01

2.26

73.

766.

8910

.08

16.1

47.

7210

.30

16.1

4

1024

0.90

32.

21 6

4.46

67.

06 7

5.83

68.

56 7

1.43

62.

88 6

5.55

78.

6115

.27

7.08

710

.20

16.1

4

1212

1.51

62.

67 6

5.01

77.

345.

91 7

8.34

1.97

63.

32 6

6.14

8.83

14.9

57.

089.

5514

.95

1216

1.01

32.

10 6

4.16

66.

36 7

5.27

67.

72 7

1.43

32.

72 6

5.25

67.

81 7

13.6

86.

41 6

9.22

714

.95

1224

-0.

93 3

2.66

34.

63 6

4.11

36.

40 6

-1.

63 3

3.66

65.

98 6

11.3

8 7

5.19

67.

85 6

13.7

3 7

1412

0.87

31.

85 3

3.55

65.

44 6

4.56

66.

69 6

1.24

32.

41 6

4.50

66.

72 6

11.7

75.

57 6

8.04

613

.46

1416

-1.

19 3

2.64

34.

38 6

3.84

35.

86 6

0.31

21.

72 3

3.52

35.

59 6

10.3

4 7

4.80

37.

16 6

12.3

4 7

1424

--

0.48

22.

54 3

2.58

24.

42 3

--

1.69

23.

63 3

7.86

63.

46 2

5.63

310

.39

6

1612

-1.

10 2

2.31

33.

81 3

3.35

35.

09 3

0.49

21.

58 3

3.08

34.

86 6

8.91

64.

19 3

6.23

610

.65

6

1616

--

1.40

22.

74 3

2.61

24.

23 3

-0.

79 2

2.10

23.

71 3

7.45

63.

39 2

5.32

39.

49 6

1624

--

-0.

12 2

1.35

22.

78 2

--

-1.

73 2

4.99

32.

03 2

3.76

27.

51 3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

137-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

214.

538.

0011

.63

19.1

48.

0011

.63

19.1

45.

319.

0912

.47

21.4

89.

0912

.47

21.4

8

816

3.11

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

824

2.56

4.17

7.64

11.5

219

.14

8.00

11.6

319

.14

5.19

8.56

12.4

721

.48

9.09

12.4

721

.48

912

3.10

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

916

2.75

4.37

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

924

2.08

73.

626.

9810

.79

18.6

07.

8811

.35

18.6

04.

607.

9112

.30

21.0

38.

9112

.30

21.0

3

1012

2.78

4.39

7.75

11.0

518

.02

7.75

11.0

518

.02

5.16

8.72

12.1

120

.55

8.72

12.1

120

.55

1016

2.36

73.

927.

4811

.05

18.0

27.

7511

.05

18.0

24.

878.

4612

.11

20.5

58.

7212

.11

20.5

5

1024

1.56

63.

03 6

6.24

9.89

17.8

17.

2011

.05

17.8

13.

97 7

7.19

11.5

320

.55

8.55

12.1

120

.55

1212

2.08

63.

57 7

6.73

10.0

916

.74

7.45

10.4

116

.74

4.45

7.85

11.6

819

.55

8.28

11.6

819

.55

1216

1.54

62.

94 6

5.86

79.

0716

.04

6.76

710

.33

16.0

43.

81 6

6.96

10.8

419

.55

7.98

11.6

819

.55

1224

0.07

31.

78 3

4.29

67.

23 6

13.6

75.

49 6

8.91

613

.67

2.63

65.

34 6

8.97

717

.28

6.71

610

.34

719

.55

1412

1.37

32.

68 6

5.20

68.

00 7

13.9

06.

07 6

9.21

713

.90

3.47

66.

20 7

9.77

17.3

27.

18 7

10.7

918

.08

1416

0.53

31.

93 3

4.20

66.

82 6

12.4

0 7

5.24

68.

28 6

12.4

0 7

2.70

65.

15 6

8.54

615

.72

6.35

69.

76 6

17.7

3

1424

--

2.46

34.

78 3

9.80

63.

79 3

6.64

39.

80 6

1.11

33.

32 3

6.38

612

.95

64.

87 3

7.95

615

.51

6

1612

0.62

21.

79 3

3.73

36.

01 6

10.7

2 7

4.66

37.

30 6

10.7

2 7

2.51

34.

57 6

7.57

613

.64

5.63

68.

67 6

15.4

3

1616

-0.

84 2

2.69

34.

79 3

9.18

63.

78 3

6.30

39.

18 6

1.66

33.

48 3

6.26

611

.99

64.

74 3

7.56

614

.08

6

1624

--

0.14

22.

72 2

6.58

32.

27 2

4.60

26.

58 3

-1.

26 2

4.03

39.

17 6

3.18

25.

65 3

11.7

7 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

200-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

824

6.05

9.86

13.9

123

.87

10.2

213

.91

23.8

7

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

924

5.53

9.22

13.2

823

.32

10.0

313

.65

23.3

2

1012

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1016

5.80

9.76

13.3

622

.73

9.83

13.3

622

.73

1024

4.86

8.51

12.5

222

.73

9.83

13.3

622

.73

1212

5.33

9.26

12.7

121

.46

9.38

12.7

121

.46

1216

4.67

78.

3412

.20

21.4

69.

3512

.71

21.4

6

1224

3.43

66.

65 6

10.2

7 7

20.1

38.

03 6

11.9

4 7

20.1

3

1412

4.27

67.

49 7

10.9

620

.13

8.49

711

.97

20.1

3

1416

3.46

66.

39 6

9.69

718

.54

7.61

611

.18

718

.54

1424

2.01

34.

46 3

7.45

615

.68

76.

04 3

9.38

615

.68

7

1612

3.21

65.

77 6

8.65

616

.47

6.88

610

.01

616

.47

1616

2.31

34.

58 6

7.28

614

.70

75.

90 6

8.89

614

.70

7

1624

-2.

54 3

4.92

311

.68

64.

20 3

6.95

311

.68

6

35 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

6510

.60

7.65

10.6

03.

284.

808.

7112

.01

19.2

08.

7112

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19.2

0

816

2.87

4.20

7.51

10.6

07.

6510

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3.28

4.80

8.55

12.0

119

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8.71

12.0

119

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824

2.51

4.20

6.93

10.0

67.

6510

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3.03

4.80

7.97

11.3

919

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8.71

12.0

119

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912

2.85

4.15

7.55

10.4

27.

5510

.42

3.25

4.74

8.61

11.8

118

.87

8.61

11.8

118

.87

916

2.67

4.15

7.21

10.3

77.

5510

.42

3.20

4.74

8.25

11.6

918

.87

8.61

11.8

118

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924

2.14

3.93

6.47

9.55

7.55

10.4

22.

654.

687.

5110

.89

18.8

78.

6111

.81

18.8

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1012

2.71

4.10

7.32

10.2

17.

4510

.21

3.22

4.68

8.35

11.5

818

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8.50

11.5

818

.52

1016

2.38

4.10

6.86

9.98

7.45

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12.

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687.

9011

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28.

5011

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2

1024

1.70

73.

505.

958.

977.

4510

.21

2.23

4.23

7.00

10.3

218

.29

8.50

11.5

818

.52

1212

2.18

3.85

6.72

9.76

7.18

9.76

2.70

4.55

7.76

11.0

817

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8.22

11.0

817

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1216

1.73

73.

416.

069.

097.

189.

762.

23 7

4.11

7.11

10.4

417

.72

8.22

11.0

817

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1224

0.57

62.

55 6

4.76

77.

646.

58 7

9.69

1.12

63.

23 6

5.81

9.00

16.7

47.

8611

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17.7

2

1412

1.60

63.

19 7

6.01

8.88

6.80

9.25

2.10

63.

867.

0510

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16.8

37.

8010

.51

16.8

3

1416

0.91

62.

62 6

5.12

77.

896.

33 7

9.25

1.46

63.

27 6

6.17

79.

4016

.68

7.54

710

.51

16.8

3

1424

-1.

51 3

3.34

66.

06 6

5.17

67.

93 6

-2.

16 6

4.39

67.

45 6

14.3

16.

32 6

9.48

616

.73

1612

0.98

32.

49 6

4.80

67.

26 7

5.84

68.

54 7

1.45

63.

11 6

5.88

78.

7115

.34

6.98

79.

9015

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1616

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82 3

3.83

66.

13 6

5.11

67.

70 6

0.36

32.

40 6

4.86

67.

52 6

13.8

26.

20 6

9.16

615

.86

1624

-0.

02 2

1.71

34.

11 3

3.78

36.

17 3

-0.

80 3

2.77

35.

39 6

11.1

1 6

4.79

37.

56 6

13.8

8 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

137-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

.62

21.2

28.

5112

.62

21.2

25.

589.

6913

.29

23.4

69.

6913

.29

23.4

6

816

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

824

3.15

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.47

13.2

923

.46

9.69

13.2

923

.46

912

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

916

3.32

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

924

2.77

4.66

8.13

12.1

720

.88

8.44

12.4

420

.88

5.54

9.02

13.1

823

.16

9.58

13.1

823

.16

1012

3.31

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1016

3.01

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.40

13.0

622

.83

9.46

13.0

622

.83

1024

2.35

4.23

7.63

11.6

120

.26

8.35

12.2

420

.26

5.24

8.53

13.0

622

.83

9.46

13.0

622

.83

1212

2.81

4.64

8.16

11.7

919

.64

8.16

11.7

919

.64

5.38

9.18

12.7

822

.11

9.18

12.7

822

.11

1216

2.34

4.18

7.73

11.7

319

.64

8.16

11.7

919

.64

5.15

8.63

12.7

822

.11

9.18

12.7

822

.11

1224

1.23

63.

26 7

6.46

10.3

218

.76

7.78

11.7

918

.76

4.21

7.38

11.9

522

.03

9.14

12.7

822

.11

1412

2.19

74.

007.

6811

.30

18.6

87.

9411

.30

18.6

84.

918.

5812

.46

21.3

38.

8612

.46

21.3

3

1416

1.58

63.

37 7

6.81

10.6

418

.68

7.66

11.3

018

.68

4.27

7.73

12.3

121

.33

8.86

12.4

621

.33

1424

-2.

13 6

5.08

68.

78 7

16.7

36.

40 6

10.5

0 7

16.7

33.

07 6

6.03

710

.46

20.3

17.

65 7

11.8

921

.33

1612

1.55

63.

27 6

6.49

79.

9417

.63

7.29

710

.78

17.6

34.

12 7

7.56

11.7

220

.53

8.44

12.1

020

.53

1616

0.55

32.

51 6

5.47

68.

75 7

16.1

06.

46 6

10.2

4 7

16.1

03.

34 6

6.51

710

.50

19.8

17.

61 7

11.7

720

.53

1624

-0.

55 3

3.49

36.

59 6

13.3

0 7

4.95

38.

57 6

13.3

0 7

1.75

34.

46 6

8.28

616

.88

76.

08 6

9.98

619

.61

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

200-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

.83

14.8

725

.72

10.8

314

.87

25.7

2

816

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

824

6.34

10.7

614

.87

25.7

210

.83

14.8

725

.72

912

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

916

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

924

6.29

10.3

214

.57

25.5

010

.72

14.7

125

.50

1012

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1016

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1024

6.19

9.82

14.0

425

.25

10.5

914

.53

25.2

5

1212

6.12

10.3

014

.11

24.3

910

.30

14.1

124

.39

1216

6.08

9.93

14.1

124

.39

10.3

014

.11

24.3

9

1224

5.11

8.68

12.8

124

.39

10.3

014

.11

24.3

9

1412

5.82

9.87

13.6

423

.43

9.97

13.6

423

.43

1416

5.16

9.02

13.1

823

.43

9.97

13.6

423

.43

1424

3.90

67.

32 7

11.3

523

.15

8.98

713

.58

23.1

5

1612

4.96

8.94

13.0

522

.41

9.60

13.1

022

.41

1616

4.15

67.

85 7

11.8

022

.41

8.92

713

.10

22.4

1

1624

2.65

65.

76 6

9.51

619

.66

7.31

611

.53

619

.66

35 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

8710

.99

7.87

10.9

93.

354.

928.

9412

.42

20.0

08.

9412

.42

20.0

0

816

2.94

4.31

7.79

10.9

97.

8710

.99

3.35

4.92

8.83

12.3

820

.00

8.94

12.4

220

.00

824

2.75

4.31

7.32

10.5

57.

8710

.99

3.28

4.92

8.36

11.8

620

.00

8.94

12.4

220

.00

912

2.92

4.27

7.79

10.8

47.

7910

.84

3.32

4.87

8.86

12.2

619

.74

8.86

12.2

619

.74

916

2.90

4.27

7.54

10.7

97.

7910

.84

3.32

4.87

8.58

12.1

119

.74

8.86

12.2

619

.74

924

2.42

4.27

6.95

10.1

37.

7910

.84

2.94

4.87

7.98

11.4

519

.74

8.86

12.2

619

.74

1012

2.89

4.23

7.63

10.6

87.

7110

.68

3.30

4.83

8.66

12.0

819

.46

8.76

12.0

819

.46

1016

2.64

4.23

7.27

10.4

87.

7110

.68

3.16

4.83

8.30

11.8

019

.46

8.76

12.0

819

.46

1024

2.02

3.89

6.53

9.66

7.71

10.6

82.

574.

657.

5610

.99

19.2

78.

7612

.08

19.4

6

1212

2.47

4.13

7.15

10.3

27.

5210

.32

2.99

4.72

8.18

11.6

718

.82

8.56

11.6

718

.82

1216

2.06

3.83

6.62

9.76

7.52

10.3

22.

574.

577.

6511

.08

18.8

28.

5611

.67

18.8

2

1224

1.04

63.

045.

568.

587.

4010

.32

1.60

73.

766.

599.

9118

.00

8.56

11.6

718

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1412

1.95

3.65

6.58

9.71

7.25

9.90

2.47

4.36

7.61

11.0

418

.09

8.29

11.2

118

.09

1416

1.34

63.

125.

868.

917.

259.

901.

90 7

3.82

6.88

10.2

418

.09

8.29

11.2

118

.09

1424

-2.

11 6

4.42

77.

316.

16 7

9.58

0.38

62.

78 6

5.44

78.

6516

.50

7.42

711

.21

18.0

9

1612

1.39

63.

01 7

5.92

8.98

6.84

9.45

1.88

63.

686.

9410

.30

17.2

97.

9110

.71

17.2

9

1616

0.44

62.

36 6

4.98

77.

936.

14 7

9.38

1.00

63.

01 6

6.00

79.

2717

.01

7.35

710

.71

17.2

9

1624

-0.

81 3

3.10

65.

83 6

4.84

67.

99 6

-1.

61 6

4.12

67.

19 6

14.4

95.

99 6

9.52

617

.06

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

137-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

22.0

45.

699.

9213

.62

24.2

49.

9213

.62

24.2

4

816

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

824

3.40

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.82

13.6

224

.24

9.92

13.6

224

.24

912

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

916

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

924

3.07

4.84

8.58

12.7

121

.74

8.66

12.8

621

.74

5.65

9.46

13.5

324

.00

9.83

13.5

324

.00

1012

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1016

3.29

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1024

2.70

4.61

8.17

12.2

621

.21

8.59

12.7

021

.21

5.62

9.05

13.4

323

.74

9.74

13.4

323

.74

1212

3.11

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.52

13.2

123

.15

9.52

13.2

123

.15

1216

2.69

4.58

8.25

12.3

420

.78

8.43

12.3

420

.78

5.53

9.14

13.2

123

.15

9.52

13.2

123

.15

1224

1.72

3.75

7.21

11.2

019

.97

8.43

12.3

419

.97

4.76

8.11

12.7

923

.15

9.52

13.2

123

.15

1412

2.57

4.44

8.21

11.9

320

.00

8.26

11.9

320

.00

5.41

9.09

12.9

622

.49

9.26

12.9

622

.49

1416

2.02

73.

877.

5011

.52

20.0

08.

2611

.93

20.0

04.

848.

4012

.96

22.4

99.

2612

.96

22.4

9

1424

0.56

62.

73 6

6.09

9.95

18.5

07.

3311

.93

18.5

03.

73 7

7.00

11.5

621

.76

8.69

12.9

622

.49

1612

1.98

73.

797.

5611

.50

19.1

38.

0511

.50

19.1

34.

718.

4512

.66

21.7

98.

9712

.66

21.7

9

1616

1.13

63.

08 7

6.64

10.5

619

.13

7.44

11.5

019

.13

3.99

77.

5412

.16

21.7

98.

7112

.66

21.7

9

1624

-1.

42 6

4.78

68.

51 7

16.8

16.

01 6

10.5

2 7

16.8

12.

57 6

5.72

610

.15

720

.11

7.28

611

.90

721

.79

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

200-

(mils

)

5468

35 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

4511

.06

15.2

426

.42

11.0

615

.24

26.4

2

816

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

824

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

912

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

916

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

924

6.41

10.7

415

.08

26.2

510

.97

15.1

126

.25

1012

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1016

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1024

6.37

10.3

414

.64

26.0

610

.88

14.9

726

.06

1212

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1216

6.28

10.4

214

.64

25.5

410

.65

14.6

425

.54

1224

5.70

9.39

13.6

225

.54

10.6

514

.64

25.5

4

1412

6.17

10.3

814

.26

24.7

610

.38

14.2

624

.76

1416

5.77

9.68

13.9

324

.76

10.3

814

.26

24.7

6

1424

4.63

8.28

12.4

224

.55

10.1

014

.26

24.5

5

1612

5.62

9.74

13.8

423

.90

10.0

913

.84

23.9

0

1616

4.88

8.82

13.0

123

.90

10.0

913

.84

23.9

0

1624

3.47

67.

00 7

11.0

422

.95

8.61

713

.57

22.9

5

35 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

925S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

959.

9813

.55

23.0

89.

9813

.55

23.0

8

816

5.87

9.66

13.5

523

.08

9.98

13.5

523

.08

824

4.92

8.38

12.3

423

.08

9.98

13.5

523

.08

912

5.82

9.77

13.2

522

.46

9.77

13.2

522

.46

916

5.21

8.98

12.9

822

.46

9.77

13.2

522

.46

924

4.05

77.

3611

.25

22.4

49.

0913

.25

22.4

4

1012

5.23

9.22

12.9

121

.80

9.54

12.9

121

.80

1016

4.50

78.

2212

.17

21.8

09.

3512

.91

21.8

0

1024

3.14

66.

21 6

10.0

3 7

20.1

87.

90 6

11.8

8 7

20.1

8

1212

3.94

67.

15 7

10.6

419

.95

8.28

712

.01

19.9

5

1216

3.01

65.

90 6

9.20

718

.13

7.28

610

.88

718

.13

1224

0.87

33.

57 3

6.65

614

.92

65.

48 3

8.84

614

.92

6

1412

2.65

35.

11 6

7.88

615

.68

76.

39 6

9.42

615

.68

7

1416

1.60

33.

74 3

6.32

613

.67

65.

25 3

8.14

613

.67

6

1424

-0.

41 2

3.62

310

.23

33.

28 2

5.93

310

.23

3

1612

1.50

23.

34 3

5.69

311

.78

64.

66 3

7.32

311

.78

6

1616

-1.

94 2

4.06

39.

77 3

3.48

25.

96 3

9.77

3

1624

--

0.04

26.

37 2

1.36

23.

66 2

6.37

2

50 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

9811

.17

7.98

11.1

73.

384.

979.

0512

.61

20.3

89.

0512

.61

20.3

8

816

2.97

4.37

7.80

11.1

17.

9811

.17

3.38

4.97

8.83

12.4

220

.38

9.05

12.6

120

.38

824

2.71

4.37

7.33

10.5

77.

9811

.17

3.25

4.97

8.35

11.8

820

.38

9.05

12.6

120

.38

912

2.95

4.33

7.85

11.0

47.

9111

.04

3.36

4.93

8.88

12.4

620

.15

8.97

12.4

620

.15

916

2.88

4.33

7.55

10.8

27.

9111

.04

3.36

4.93

8.58

12.1

320

.15

8.97

12.4

620

.15

924

2.34

4.25

6.95

10.1

57.

9111

.04

2.90

4.93

7.97

11.4

619

.93

8.97

12.4

620

.15

1012

2.92

4.29

7.64

10.9

07.

8310

.90

3.33

4.89

8.67

12.2

319

.90

8.89

12.3

119

.90

1016

2.61

4.29

7.27

10.5

17.

8310

.90

3.14

4.89

8.29

11.8

219

.90

8.89

12.3

119

.90

1024

1.89

3.85

6.52

9.67

7.83

10.9

02.

454.

627.

5410

.99

19.3

68.

8912

.31

19.9

0

1212

2.44

4.21

7.15

10.3

77.

6610

.58

2.96

4.80

8.17

11.6

919

.33

8.71

11.9

519

.33

1216

1.99

3.81

6.61

9.77

7.66

10.5

82.

514.

567.

6311

.09

19.3

38.

7111

.95

19.3

3

1224

0.84

72.

965.

548.

577.

4310

.58

1.40

73.

706.

559.

8918

.06

8.71

11.9

519

.33

1412

1.90

3.64

6.57

9.72

7.46

10.2

12.

424.

387.

5911

.04

18.6

98.

5111

.54

18.6

9

1416

1.16

63.

075.

848.

917.

3810

.21

1.72

73.

796.

8510

.23

18.4

68.

5111

.54

18.6

9

1424

-1.

83 6

4.37

77.

276.

21 7

9.94

0.15

62.

64 6

5.38

78.

6016

.52

7.50

711

.54

18.6

9

1612

1.22

62.

99 7

5.89

8.97

7.03

9.80

1.78

63.

686.

9110

.29

17.9

78.

1811

.09

17.9

7

1616

0.18

62.

29 6

4.94

77.

916.

27 7

9.80

0.77

62.

96 6

5.95

79.

2317

.27

7.52

711

.09

17.9

7

1624

-0.

36 3

3.03

65.

77 6

4.85

68.

39 6

-1.

24 6

4.03

67.

11 6

14.7

56.

04 6

9.96

617

.93

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S13

7-(m

ils)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

313

.77

24.6

210

.03

13.7

724

.62

824

3.37

4.90

8.81

13.1

422

.33

8.81

13.1

922

.33

5.74

9.78

13.7

724

.62

10.0

313

.77

24.6

2

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

924

3.02

4.88

8.56

12.7

221

.84

8.76

13.0

621

.84

5.71

9.39

13.6

924

.40

9.95

13.6

924

.40

1012

3.42

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.87

13.6

124

.17

9.87

13.6

124

.17

1016

3.26

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.72

13.6

124

.17

9.87

13.6

124

.17

1024

2.57

4.56

8.13

12.2

521

.29

8.70

12.9

221

.29

5.63

8.97

13.6

124

.17

9.87

13.6

124

.17

1212

3.09

4.82

8.56

12.6

021

.31

8.56

12.6

021

.31

5.60

9.60

13.4

123

.64

9.67

13.4

123

.64

1216

2.64

4.55

8.22

12.3

521

.31

8.56

12.6

021

.31

5.59

9.06

13.4

123

.64

9.67

13.4

123

.64

1224

1.53

3.66

7.15

11.1

720

.02

8.56

12.6

020

.02

4.69

7.97

12.7

523

.22

9.67

13.4

123

.64

1412

2.53

4.42

8.18

12.2

320

.62

8.40

12.2

320

.62

5.42

9.01

13.1

923

.05

9.45

13.1

923

.05

1416

1.85

3.81

7.45

11.5

020

.40

8.40

12.2

320

.40

4.81

8.27

13.0

723

.05

9.45

13.1

923

.05

1424

0.27

62.

46 7

5.99

9.89

18.5

17.

3412

.23

18.5

13.

626.

8011

.49

21.7

58.

7513

.19

23.0

5

1612

1.91

73.

757.

5111

.56

19.8

48.

2311

.84

19.8

44.

718.

3312

.93

22.4

19.

1912

.93

22.4

1

1616

0.90

62.

99 7

6.56

10.5

119

.25

7.51

11.8

419

.25

3.94

7.37

12.1

022

.41

8.84

12.9

322

.41

1624

-1.

07 6

4.66

68.

41 7

16.7

85.

99 6

10.9

2 7

16.7

82.

22 6

5.45

710

.04

20.0

67.

31 7

12.0

622

.41

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S20

0-(m

ils)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

11.0

515

.42

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

916

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

924

6.47

10.6

715

.08

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

10.9

915

.18

26.4

411

.01

15.1

826

.44

1024

6.43

10.2

314

.63

26.4

411

.01

15.1

826

.44

1212

6.35

10.8

114

.89

26.0

610

.81

14.8

926

.06

1216

6.35

10.3

214

.72

26.0

610

.81

14.8

926

.06

1224

5.64

9.23

13.5

825

.97

10.8

114

.89

25.9

7

1412

6.26

10.2

814

.56

25.3

810

.58

14.5

625

.38

1416

5.75

9.54

13.9

025

.38

10.5

814

.56

25.3

8

1424

4.54

8.05

12.3

424

.54

10.1

714

.56

24.5

4

1612

5.63

9.60

13.9

624

.61

10.3

114

.18

24.6

1

1616

4.84

8.63

12.9

524

.61

10.2

514

.18

24.6

1

1624

3.22

66.

69 7

10.9

222

.88

8.67

713

.79

22.8

8

40 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

27 6

2.21

64.

03 6

5.75

74.

81 6

6.70

71.

70 6

2.83

65.

07 7

7.12

10.7

55.

91 7

8.07

11.6

1

816

0.83

31.

72 3

3.31

64.

93 6

4.25

66.

07 6

1.22

32.

30 6

4.30

66.

25 7

9.62

5.31

67.

46 7

11.6

1

824

-0.

80 2

2.06

33.

51 3

3.26

34.

96 3

-1.

36 3

2.96

34.

73 6

7.66

64.

25 3

6.28

610

.23

6

912

0.83

31.

65 3

3.04

64.

49 6

3.87

65.

49 6

1.20

32.

20 6

3.94

65.

68 6

8.64

4.82

66.

75 6

10.4

2

916

0.07

21.

11 3

2.30

33.

64 6

3.27

34.

82 6

0.68

21.

62 3

3.14

34.

77 6

7.47

64.

18 3

6.03

69.

56 6

924

--

0.89

22.

20 3

2.25

23.

68 3

-0.

22 2

1.78

23.

21 3

5.48

63.

08 2

4.80

38.

10 6

1012

0.41

21.

14 3

2.20

33.

40 6

3.03

34.

40 6

0.75

21.

62 3

2.96

34.

41 6

6.79

63.

85 3

5.49

68.

58 6

1016

-0.

58 2

1.47

22.

56 3

2.43

23.

73 3

-1.

02 2

2.16

33.

50 3

5.64

63.

20 3

4.77

37.

72 6

1024

--

-1.

15 2

1.42

22.

59 2

--

0.34

21.

97 2

3.69

32.

11 2

3.54

26.

26 3

1212

-0.

08 2

0.96

21.

76 2

1.72

22.

69 2

-0.

68 2

1.47

22.

46 3

3.98

32.

31 2

3.47

35.

62 3

1216

--

-0.

99 2

1.17

22.

07 2

--

0.74

21.

63 2

2.93

31.

70 2

2.80

24.

83 3

1224

--

--

-1.

02 1

--

--

0.64

20.

69 1

1.66

23.

49 2

1412

--

-0.

70 2

0.86

11.

51 2

--

0.52

21.

18 2

2.13

21.

26 2

2.07

23.

57 2

1416

--

--

0.10

10.

97 1

--

--

1.21

20.

73 1

1.47

12.

88 2

1424

--

--

--

--

--

--

0.02

11.

71 1

1612

--

--

0.14

10.

77 1

--

-0.

06 1

0.98

20.

59 1

1.16

12.

24 2

1616

--

--

--

--

--

--

0.64

11.

63 1

1624

--

--

--

--

--

--

-0.

26 1

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

162-

(mils

)

50 k

si50

ksi

97

362S

137-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

86 6

3.11

75.

768.

4013

.02

6.37

8.96

13.0

23.

956.

8110

.18

16.1

47.

3610

.26

16.1

4

816

1.38

62.

54 6

4.99

67.

51 7

11.8

55.

73 6

8.60

711

.85

3.38

66.

02 7

9.27

15.3

66.

89 7

10.1

216

.14

824

0.14

31.

54 3

3.64

65.

96 6

9.80

74.

60 6

7.36

69.

80 7

2.34

64.

62 6

7.66

613

.18

5.76

68.

76 6

15.7

4

912

1.37

32.

48 6

4.66

66.

94 7

10.6

65.

34 6

7.94

710

.66

3.26

65.

63 7

8.64

13.8

56.

43 7

9.43

14.8

9

916

0.84

31.

85 3

3.84

65.

99 6

9.43

74.

64 6

7.16

69.

43 7

2.61

64.

77 6

7.63

712

.52

5.72

68.

57 7

14.6

5

924

-0.

32 2

2.42

34.

35 3

7.32

63.

43 3

5.82

37.

32 6

1.46

33.

26 3

5.88

610

.23

64.

48 3

7.07

612

.92

6

1012

0.91

31.

86 3

3.63

65.

56 6

8.55

74.

33 6

6.58

68.

55 7

2.58

64.

45 6

7.08

611

.32

5.28

67.

91 6

13.1

7

1016

-1.

20 2

2.79

34.

59 6

7.32

63.

60 3

5.78

67.

32 6

1.88

33.

57 3

6.04

69.

98 7

4.54

37.

00 6

12.1

4 7

1024

--

1.37

22.

95 3

5.24

32.

38 2

4.42

35.

24 3

0.16

22.

05 2

4.26

37.

71 6

3.28

25.

46 3

10.3

9 6

1212

-0.

83 2

2.01

23.

29 3

5.27

62.

68 2

4.25

35.

27 6

1.39

22.

73 3

4.53

37.

29 6

3.59

35.

34 3

9.03

6

1216

--

1.20

22.

39 2

4.13

31.

98 2

3.50

24.

13 3

0.35

21.

83 2

3.51

36.

04 3

2.82

24.

45 3

8.06

3

1224

--

-0.

33 2

2.23

20.

80 1

2.24

22.

23 2

--

1.81

23.

95 2

1.53

22.

96 2

6.42

2

1412

--

0.87

21.

76 2

3.05

31.

48 2

2.62

23.

05 3

0.22

21.

38 2

2.63

24.

52 3

2.18

23.

35 2

6.07

3

1416

--

-0.

96 2

2.06

20.

85 1

1.95

22.

06 2

-0.

05 2

1.72

23.

41 2

1.47

22.

56 2

5.20

2

1424

--

--

--

0.83

1-

--

-1.

55 2

-1.

23 1

3.75

2

1612

--

-0.

78 1

1.63

20.

69 1

1.53

11.

63 2

-0.

14 1

1.37

22.

68 2

1.18

12.

01 2

4.03

2

1616

--

--

0.40

2-

0.95

10.

40 2

--

0.16

11.

71 2

0.31

11.

31 1

3.27

2

1624

--

--

--

--

--

--

--

2.00

1

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

250-

(mils

)

50 k

si50

ksi

97

362S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

124.

808.

1611

.18

17.9

68.

4311

.18

17.9

6

816

4.19

77.

3310

.52

17.9

68.

2111

.18

17.9

6

824

3.09

65.

85 6

8.84

715

.88

7.01

610

.25

715

.88

912

4.03

76.

879.

7916

.60

7.69

10.6

116

.60

916

3.34

65.

95 6

8.74

715

.22

6.93

69.

94 7

15.2

2

924

2.11

34.

34 6

6.91

612

.84

75.

60 6

8.44

612

.84

7

1012

3.27

65.

63 6

8.13

714

.02

6.51

69.

20 7

14.0

2

1016

2.52

34.

66 6

7.03

612

.58

75.

70 6

8.29

612

.58

7

1024

1.22

23.

00 3

5.15

310

.13

64.

30 3

6.72

310

.13

6

1212

1.92

33.

52 3

5.49

69.

31 6

4.41

36.

60 6

9.31

6

1216

1.13

22.

55 2

4.37

37.

95 6

3.58

25.

65 3

7.95

6

1224

-0.

31 2

2.49

25.

68 3

2.19

24.

06 2

5.68

3

1412

0.89

21.

98 2

3.35

35.

98 3

2.81

24.

36 3

5.98

3

1416

-1.

07 2

2.32

24.

77 3

2.04

23.

49 2

4.77

3

1424

--

-2.

75 2

0.27

12.

04 2

2.75

2

1612

-0.

90 2

1.84

23.

73 2

1.65

22.

73 2

3.73

2

1616

--

0.95

22.

68 2

0.95

11.

97 2

2.68

2

1624

--

-0.

17 1

-0.

21 1

0.17

1

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

97

362S

300-

(mils

)

5468

40 p

sf L

ater

al L

oad

97

33 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

56 6

2.63

64.

836.

855.

607.

552.

04 6

3.29

75.

988.

3513

.07

6.71

8.76

13.0

7

816

1.13

32.

14 6

4.11

66.

03 7

5.05

67.

17 7

1.58

62.

78 6

5.21

77.

4912

.08

6.21

78.

6913

.07

824

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26 3

2.83

64.

57 6

4.06

66.

06 6

0.52

31.

85 3

3.85

65.

94 6

10.1

3 7

5.16

67.

52 6

12.4

1 7

912

1.13

32.

07 6

3.82

65.

57 7

4.67

66.

60 7

1.54

62.

68 6

4.84

66.

9111

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5.74

68.

0112

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916

0.61

31.

53 3

3.05

64.

68 6

4.06

65.

91 6

1.03

32.

10 3

4.01

65.

96 6

9.82

5.09

67.

28 6

11.7

2

924

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16 2

1.71

33.

15 3

3.00

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71 3

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2.58

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33 6

7.75

63.

95 3

6.00

610

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6

1012

0.72

21.

55 3

2.92

64.

39 6

3.79

65.

47 6

1.08

32.

08 3

3.80

65.

57 6

9.00

4.74

66.

72 6

10.6

7

1016

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97 2

2.13

33.

49 3

3.16

34.

75 3

0.25

21.

47 3

2.95

34.

59 6

7.78

64.

06 3

5.95

69.

74 6

1024

--

0.26

21.

94 2

2.08

23.

52 2

--

1.50

22.

94 3

5.69

62.

89 2

4.63

38.

14 6

1212

-0.

66 2

1.49

22.

52 3

2.34

23.

56 3

-1.

06 2

2.12

33.

38 3

5.73

63.

05 3

4.51

37.

34 6

1216

--

0.43

21.

65 2

1.72

22.

86 2

-0.

04 2

1.30

22.

44 2

4.56

32.

37 2

3.75

26.

43 3

1224

--

--

0.68

11.

68 2

--

-0.

24 2

2.61

21.

24 2

2.48

24.

90 2

1412

--

0.27

21.

23 2

1.31

22.

19 2

--

0.97

21.

85 2

3.44

31.

82 2

2.89

24.

90 3

1416

--

--

0.74

11.

55 2

--

-0.

99 2

2.39

21.

20 1

2.19

24.

08 2

1424

--

--

--

--

--

--

1.02

12.

70 2

1612

--

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01 1

0.62

11.

24 1

--

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1.90

20.

98 1

1.75

23.

19 2

1616

--

--

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67 1

--

--

0.98

20.

14 1

1.13

12.

46 2

1624

--

--

--

--

--

--

-1.

25 1

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

137-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

18 7

3.53

6.55

9.58

14.8

76.

949.

5814

.87

4.43

7.69

10.7

917

.58

7.79

10.7

917

.58

816

1.72

63.

00 6

5.81

8.75

14.4

96.

539.

5814

.49

3.89

76.

9410

.49

17.5

87.

7810

.79

17.5

8

824

0.75

32.

03 6

4.49

67.

21 6

12.4

75.

45 6

8.60

612

.47

2.89

65.

57 6

8.93

716

.02

6.70

610

.01

717

.58

912

1.71

62.

95 6

5.55

78.

1913

.25

6.23

79.

1413

.25

3.79

76.

589.

9916

.66

7.36

10.4

716

.66

916

1.18

32.

33 6

4.71

67.

23 7

12.0

15.

53 6

8.41

712

.01

3.15

65.

72 7

8.99

15.4

66.

68 7

9.93

16.6

6

924

-1.

20 3

3.25

35.

54 6

9.84

64.

31 3

7.06

69.

84 6

2.02

34.

20 6

7.22

613

.14

75.

44 6

8.44

615

.58

7

1012

1.24

32.

35 6

4.51

66.

83 7

11.0

15.

24 6

7.90

711

.01

3.13

65.

48 6

8.51

14.1

86.

34 6

9.37

15.4

7

1016

0.58

21.

68 3

3.63

65.

80 6

9.71

74.

49 6

7.07

69.

71 7

2.43

34.

55 6

7.42

612

.78

5.58

68.

44 6

14.7

8

1024

--

2.12

34.

05 3

7.50

63.

20 3

5.63

37.

50 6

1.14

22.

94 3

5.55

610

.38

64.

25 3

6.83

612

.90

6

1212

0.16

21.

25 2

2.72

34.

37 3

7.26

63.

47 3

5.44

37.

26 6

1.90

33.

51 3

5.76

69.

68 6

4.43

36.

66 6

11.3

8 6

1216

-0.

12 2

1.84

23.

36 3

6.01

62.

71 2

4.60

36.

01 6

1.14

22.

55 3

4.65

38.

32 6

3.62

35.

70 3

10.2

8 6

1224

--

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66 2

3.91

31.

42 2

3.19

23.

91 3

-0.

30 2

2.78

26.

01 3

2.25

24.

07 2

8.43

3

1412

-0.

02 2

1.41

22.

57 2

4.58

32.

11 2

3.56

24.

58 3

0.91

22.

05 2

3.64

36.

39 6

2.95

24.

49 3

7.94

6

1416

--

0.12

21.

64 2

3.45

21.

40 2

2.79

23.

45 2

-1.

11 2

2.60

25.

14 3

2.15

23.

58 2

6.93

3

1424

--

--

1.55

2-

1.49

11.

55 2

--

0.11

23.

04 2

0.38

12.

05 2

5.24

2

1612

--

0.20

21.

34 2

2.73

21.

14 2

2.23

22.

73 2

-0.

94 2

2.11

24.

07 3

1.77

22.

87 2

5.45

3

1616

--

--

1.73

20.

17 1

1.53

11.

73 2

--

1.18

22.

96 2

1.04

12.

05 2

4.56

2

1624

--

--

--

--

--

-0.

47 2

-0.

10 1

3.05

2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

200-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

328.

8711

.84

19.5

08.

8711

.84

19.5

0

816

4.76

8.32

11.8

419

.50

8.87

11.8

419

.50

824

3.71

66.

90 7

10.2

718

.88

8.03

711

.62

18.8

8

912

4.62

7.91

11.2

318

.54

8.52

11.3

518

.54

916

3.95

67.

01 7

10.2

018

.21

7.98

711

.35

18.2

1

924

2.75

65.

40 6

8.37

615

.86

6.67

69.

91 6

15.8

6

1012

3.89

66.

71 7

9.46

16.9

67.

59 7

10.5

116

.96

1016

3.15

65.

72 6

8.36

715

.50

6.78

69.

62 7

15.5

0

1024

1.83

34.

00 3

6.44

612

.99

65.

35 3

8.06

612

.99

6

1212

2.51

34.

49 6

6.82

612

.10

75.

45 6

8.01

612

.10

7

1216

1.69

33.

45 3

5.62

610

.61

64.

57 3

7.00

610

.61

6

1224

-1.

69 2

3.58

38.

12 3

3.08

25.

29 3

8.12

3

1412

1.37

22.

76 3

4.53

38.

19 6

3.69

35.

68 3

8.19

6

1416

0.04

21.

75 2

3.36

26.

83 3

2.83

24.

70 2

6.83

3

1424

--

1.32

24.

55 2

1.39

23.

05 2

4.55

2

1612

0.14

21.

50 2

2.74

25.

42 3

2.38

23.

79 2

5.42

3

1616

--

1.68

24.

20 2

1.57

22.

90 2

4.20

2

1624

--

-2.

17 2

-1.

40 1

2.17

2

40 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

400S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

433.

806.

809.

246.

899.

242.

954.

387.

8710

.57

16.4

37.

9310

.57

16.4

3

816

2.09

3.46

6.24

9.14

6.89

9.24

2.60

4.20

7.32

10.5

016

.43

7.93

10.5

716

.43

824

1.44

62.

73 7

5.13

7.90

6.60

9.24

1.92

63.

45 7

6.22

9.30

16.4

37.

9210

.57

16.4

3

912

2.09

73.

416.

368.

916.

658.

912.

614.

137.

4310

.21

15.8

67.

6810

.21

15.8

6

916

1.68

62.

95 7

5.65

8.29

6.63

8.91

2.17

63.

656.

739.

8615

.86

7.68

10.2

115

.86

924

0.74

32.

08 6

4.24

66.

80 7

5.66

68.

32 7

1.28

62.

75 6

5.34

78.

3414

.80

6.92

79.

9815

.86

1012

1.73

62.

95 7

5.55

8.02

6.39

8.57

2.22

63.

646.

779.

6115

.26

7.39

9.82

15.2

6

1016

1.25

62.

41 6

4.75

67.

095.

80 6

8.37

1.71

63.

08 6

5.92

78.

6514

.83

7.02

79.

8215

.26

1024

-1.

42 3

3.24

65.

42 6

4.70

67.

13 6

0.46

32.

04 6

4.36

66.

90 6

12.6

65.

86 6

8.69

614

.88

1212

1.00

32.

01 6

3.88

65.

87 6

4.89

67.

11 6

1.40

32.

61 6

4.90

67.

23 7

12.5

05.

97 6

8.54

713

.93

1216

0.07

21.

37 3

2.95

34.

79 6

4.17

36.

29 6

0.63

31.

93 3

3.91

66.

10 6

11.0

7 7

5.20

67.

67 6

13.0

6 7

1224

--

0.94

22.

93 3

2.90

24.

83 3

-0.

17 2

2.09

34.

12 3

8.59

63.

85 3

6.14

311

.13

6

1412

0.01

21.

16 2

2.43

33.

98 6

3.50

35.

29 6

0.55

21.

65 3

3.25

35.

09 6

9.24

64.

39 3

6.49

611

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6

1416

-0.

00 2

1.49

22.

87 3

2.73

24.

41 3

-0.

87 2

2.24

33.

91 3

7.76

63.

57 3

5.56

39.

83 6

1424

--

-0.

20 2

1.43

22.

91 2

--

-1.

85 2

5.23

32.

17 2

3.95

27.

81 3

1612

-0.

08 2

1.31

22.

47 3

2.35

23.

76 3

-0.

84 2

1.94

23.

36 3

6.57

63.

06 2

4.74

38.

30 6

1616

--

-1.

40 2

1.60

22.

90 2

--

0.54

22.

21 2

5.13

32.

25 2

3.81

27.

14 3

1624

--

--

-1.

44 2

--

--

2.70

20.

42 1

2.25

25.

18 2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

137-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

094.

457.

8111

.26

18.3

77.

8111

.26

18.3

75.

208.

8612

.17

20.7

68.

8612

.17

20.7

6

816

2.74

4.30

7.81

11.2

618

.37

7.81

11.2

618

.37

5.20

8.86

12.1

720

.76

8.86

12.1

720

.76

824

2.07

73.

556.

9010

.66

18.3

77.

8111

.26

18.3

74.

557.

8312

.17

20.7

68.

8612

.17

20.7

6

912

2.73

4.29

7.67

10.9

417

.76

7.67

10.9

417

.76

5.13

8.66

11.9

720

.25

8.66

11.9

720

.25

916

2.31

73.

807.

3110

.94

17.7

67.

6710

.94

17.7

64.

778.

3211

.97

20.2

58.

6611

.97

20.2

5

924

1.47

62.

89 6

6.05

79.

6417

.37

7.01

710

.94

17.3

73.

84 7

7.01

11.2

720

.25

8.39

11.9

720

.25

1012

2.35

73.

847.

2310

.61

17.1

07.

5210

.61

17.1

04.

778.

4411

.75

19.7

28.

4411

.75

19.7

2

1016

1.85

63.

26 7

6.43

9.89

17.1

07.

2510

.61

17.1

04.

187.

6211

.59

19.7

28.

4411

.75

19.7

2

1024

0.68

32.

19 6

4.96

68.

16 7

15.1

06.

08 6

9.73

715

.10

3.09

66.

09 7

9.87

18.7

07.

38 7

11.1

219

.72

1212

1.55

62.

86 6

5.59

68.

5114

.75

6.43

69.

6914

.75

3.70

66.

62 7

10.3

218

.36

7.58

711

.26

18.4

9

1216

0.84

32.

13 6

4.59

67.

35 6

13.2

75.

61 6

8.78

613

.27

2.95

65.

60 6

9.12

716

.79

6.77

610

.29

718

.49

1224

-0.

25 3

2.85

35.

32 6

10.6

8 6

4.17

37.

16 6

10.6

8 6

1.50

33.

78 3

6.99

614

.05

75.

31 3

8.53

616

.59

7

1412

0.76

21.

87 3

3.92

66.

31 6

11.1

5 7

4.85

67.

63 6

11.1

5 7

2.62

34.

85 6

7.90

614

.23

5.93

69.

00 6

16.0

4

1416

-0.

92 2

2.85

35.

06 3

9.59

63.

95 3

6.61

39.

59 6

1.76

33.

72 3

6.57

612

.54

65.

01 3

7.88

614

.67

6

1424

--

0.28

22.

92 2

6.92

32.

40 2

4.86

26.

92 3

-1.

43 2

4.29

39.

66 6

3.40

25.

93 3

12.3

2 6

1612

-0.

98 2

2.52

34.

34 3

8.13

63.

46 3

5.64

38.

13 6

1.63

33.

30 3

5.74

610

.66

64.

42 3

6.87

612

.47

6

1616

--

1.45

23.

11 2

6.60

32.

55 2

4.63

26.

60 3

0.21

22.

14 2

4.40

38.

99 6

3.46

25.

71 3

11.1

0 6

1624

--

-0.

14 2

4.03

20.

48 2

2.91

24.

03 2

--

2.13

26.

19 3

1.83

23.

75 2

8.78

3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

200-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

125.

959.

9813

.55

23.0

89.

9813

.55

23.0

8

816

5.95

9.98

13.5

523

.08

9.98

13.5

523

.08

824

5.49

9.15

13.1

623

.08

9.98

13.5

523

.08

912

5.86

9.77

13.2

522

.46

9.77

13.2

522

.46

916

5.70

9.63

13.2

522

.46

9.77

13.2

522

.46

924

4.74

8.33

12.2

922

.46

9.77

13.2

522

.46

1012

5.68

9.54

12.9

121

.80

9.54

12.9

121

.80

1016

5.08

9.02

12.9

121

.80

9.54

12.9

121

.80

1024

3.94

67.

42 7

11.3

121

.71

8.75

712

.83

21.7

1

1212

4.53

77.

9611

.57

20.4

08.

9212

.17

20.4

0

1216

3.75

66.

89 7

10.3

419

.58

8.07

711

.78

19.5

8

1224

2.32

34.

98 6

8.14

616

.79

76.

53 6

10.0

3 6

16.7

9 7

1412

3.34

66.

03 6

8.92

717

.04

7.14

610

.26

717

.04

1416

2.43

34.

82 6

7.55

615

.26

76.

15 6

9.15

615

.26

7

1424

0.11

22.

74 3

5.18

312

.21

64.

42 3

7.21

312

.21

6

1612

2.23

34.

28 3

6.79

613

.16

65.

45 3

8.24

613

.16

6

1616

1.27

23.

04 3

5.34

311

.36

64.

41 3

7.04

311

.36

6

1624

--

2.89

28.

33 3

2.64

24.

99 2

8.33

3

40 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

550S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

633.

917.

049.

617.

099.

613.

124.

508.

1010

.96

17.1

78.

1410

.96

17.1

7

816

2.32

3.78

6.55

9.51

7.09

9.61

2.83

4.50

7.61

10.8

717

.17

8.14

10.9

617

.17

824

1.73

73.

115.

558.

417.

099.

612.

21 7

3.84

6.63

9.79

17.1

78.

1410

.96

17.1

7

912

2.32

3.73

6.65

9.32

6.93

9.32

2.84

4.41

7.71

10.6

516

.68

7.98

10.6

516

.68

916

1.94

73.

316.

028.

936.

939.

322.

444.

037.

0910

.30

16.6

87.

9810

.65

16.6

8

924

1.15

62.

50 6

4.76

77.

536.

35 7

9.24

1.68

63.

19 7

5.85

8.94

16.2

17.

6610

.65

16.6

8

1012

1.99

73.

316.

208.

976.

709.

012.

50 7

4.02

7.27

10.3

016

.14

7.72

10.3

016

.14

1016

1.54

62.

81 6

5.43

8.09

6.49

9.01

2.03

63.

50 7

6.50

9.66

16.1

47.

7210

.30

16.1

4

1024

0.43

31.

87 6

3.88

66.

48 7

5.44

68.

13 7

0.95

32.

52 6

4.97

67.

98 7

14.5

26.

68 6

9.76

716

.14

1212

1.29

32.

42 6

4.63

66.

91 7

5.63

68.

12 7

1.73

63.

06 6

5.75

78.

3814

.41

6.79

79.

5514

.95

1216

0.58

31.

79 3

3.71

65.

84 6

4.92

67.

32 6

1.11

32.

40 6

4.77

67.

26 7

12.9

96.

04 6

8.81

714

.95

1224

-0.

13 2

1.83

33.

95 3

3.66

35.

88 3

-1.

01 3

2.95

35.

27 6

10.4

8 6

4.70

37.

30 6

13.0

5 6

1412

0.50

21.

56 3

3.14

34.

97 6

4.24

36.

32 6

0.98

32.

11 3

4.07

66.

22 6

11.1

4 7

5.23

67.

65 6

12.9

6 7

1416

-0.

73 2

2.16

33.

82 3

3.46

35.

42 3

-1.

35 3

3.01

34.

99 6

9.58

64.

39 3

6.70

611

.75

6

1424

--

-1.

60 2

2.10

23.

86 2

--

0.51

22.

89 3

6.91

32.

94 2

5.04

39.

64 3

1612

-0.

80 2

1.91

33.

33 3

3.02

34.

71 3

-1.

25 2

2.65

34.

35 3

8.26

63.

84 3

5.82

310

.13

6

1616

--

0.46

22.

18 2

2.22

23.

79 2

--

1.59

23.

12 3

6.70

32.

98 2

4.84

38.

88 3

1624

--

--

0.37

22.

22 2

--

-0.

10 2

4.06

21.

52 2

3.17

26.

76 2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

137-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

214.

538.

0011

.63

19.1

48.

0011

.63

19.1

45.

319.

0912

.47

21.4

89.

0912

.47

21.4

8

816

2.95

4.53

8.00

11.6

319

.14

8.00

11.6

319

.14

5.31

9.09

12.4

721

.48

9.09

12.4

721

.48

824

2.33

3.92

7.29

11.1

319

.14

8.00

11.6

319

.14

4.93

8.21

12.4

721

.48

9.09

12.4

721

.48

912

2.95

4.49

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.91

12.3

021

.03

8.91

12.3

021

.03

916

2.55

4.15

7.73

11.3

518

.60

7.88

11.3

518

.60

5.14

8.64

12.3

021

.03

8.91

12.3

021

.03

924

1.80

63.

31 7

6.53

10.3

018

.27

7.65

11.3

518

.27

4.29

7.47

11.9

521

.03

8.91

12.3

021

.03

1012

2.60

4.19

7.75

11.0

518

.02

7.75

11.0

518

.02

5.14

8.72

12.1

120

.55

8.72

12.1

120

.55

1016

2.13

63.

667.

1210

.92

18.0

27.

7511

.05

18.0

24.

618.

0912

.11

20.5

58.

7212

.11

20.5

5

1024

1.08

62.

66 6

5.68

79.

3017

.05

6.80

710

.78

17.0

53.

59 7

6.65

10.9

520

.54

8.16

12.1

120

.55

1212

1.84

63.

29 6

6.35

9.64

16.7

47.

1510

.41

16.7

44.

17 7

7.46

11.4

219

.55

8.28

11.6

819

.55

1216

1.23

32.

59 6

5.39

68.

52 7

15.3

36.

39 6

9.90

715

.33

3.46

66.

48 7

10.2

819

.01

7.60

711

.41

19.5

5

1224

-1.

06 3

3.67

66.

51 6

12.7

4 7

4.99

68.

34 6

12.7

4 7

2.15

34.

69 6

8.22

616

.31

6.20

69.

74 6

18.8

1

1412

1.09

32.

35 6

4.76

67.

48 6

13.2

35.

71 6

8.80

613

.23

3.13

65.

74 6

9.23

716

.61

6.82

610

.34

718

.08

1416

-1.

53 3

3.67

36.

20 6

11.6

1 6

4.81

37.

78 6

11.6

1 6

2.29

34.

60 6

7.88

614

.88

75.

91 6

9.22

617

.06

7

1424

--

1.41

24.

00 3

8.81

63.

23 2

6.00

38.

81 6

0.09

22.

48 3

5.54

311

.89

64.

29 3

7.25

314

.66

6

1612

0.01

21.

43 3

3.27

35.

47 6

10.0

3 6

4.27

36.

86 6

10.0

3 6

2.13

34.

09 6

6.99

612

.91

75.

24 6

8.18

614

.83

7

1616

--

2.15

24.

16 3

8.39

63.

32 2

5.78

38.

39 6

1.15

22.

90 3

5.58

311

.12

64.

26 3

6.98

313

.37

6

1624

--

-1.

74 2

5.60

31.

70 2

3.95

25.

60 3

--

3.18

28.

11 3

2.59

24.

92 2

10.8

9 3

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

200-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

10.2

213

.91

23.8

710

.22

13.9

123

.87

824

5.88

9.52

13.6

023

.87

10.2

213

.91

23.8

7

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.98

9.95

13.6

523

.32

10.0

313

.65

23.3

2

924

5.21

8.79

12.8

223

.32

10.0

313

.65

23.3

2

1012

5.90

9.83

13.3

622

.73

9.83

13.3

622

.73

1016

5.53

9.41

13.3

622

.73

9.83

13.3

622

.73

1024

4.48

77.

9711

.94

22.7

39.

5713

.36

22.7

3

1212

5.04

8.86

12.7

121

.46

9.38

12.7

121

.46

1216

4.30

77.

8411

.62

21.4

68.

9612

.71

21.4

6

1224

2.93

65.

98 6

9.49

719

.16

7.50

611

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719

.16

1412

3.91

67.

01 7

10.4

019

.45

8.10

711

.74

19.4

5

1416

3.02

65.

81 6

9.01

617

.67

7.14

610

.64

617

.67

1424

1.11

33.

70 3

6.58

614

.58

65.

42 3

8.68

614

.58

6

1612

2.81

35.

24 6

8.04

615

.68

6.45

69.

51 6

15.6

8

1616

1.83

33.

96 3

6.56

613

.78

65.

39 3

8.30

613

.78

6

1624

-1.

12 2

4.02

310

.54

63.

55 2

6.21

310

.54

6

40 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

6510

.60

7.65

10.6

03.

284.

808.

7112

.01

19.2

08.

7112

.01

19.2

0

816

2.82

4.20

7.35

10.5

37.

6510

.60

3.28

4.80

8.39

11.8

519

.20

8.71

12.0

119

.20

824

2.33

4.15

6.69

9.79

7.65

10.6

02.

854.

807.

7311

.12

19.2

08.

7112

.01

19.2

0

912

2.83

4.15

7.42

10.4

27.

5510

.42

3.25

4.74

8.46

11.8

118

.87

8.61

11.8

118

.87

916

2.52

4.15

7.00

10.1

37.

5510

.42

3.04

4.74

8.04

11.4

618

.87

8.61

11.8

118

.87

924

1.89

3.71

6.16

9.20

7.55

10.4

22.

424.

467.

2010

.54

18.5

68.

6111

.81

18.8

7

1012

2.57

4.10

7.12

10.2

17.

4510

.21

3.08

4.68

8.16

11.5

818

.52

8.50

11.5

818

.52

1016

2.19

3.95

6.60

9.69

7.45

10.2

12.

704.

687.

6411

.03

18.5

28.

5011

.58

18.5

2

1024

1.33

73.

235.

578.

547.

4510

.21

1.88

73.

966.

619.

8917

.79

8.50

11.5

818

.52

1212

1.98

3.66

6.44

9.51

7.18

9.76

2.50

4.38

7.48

10.8

517

.72

8.22

11.0

817

.72

1216

1.45

63.

16 7

5.69

8.68

7.18

9.76

1.97

73.

866.

7410

.03

17.7

28.

2211

.08

17.7

2

1224

0.04

62.

20 6

4.20

67.

026.

20 6

9.26

0.59

62.

86 6

5.25

78.

3916

.01

7.46

710

.93

17.7

2

1412

1.36

62.

94 6

5.63

8.45

6.68

9.25

1.84

63.

61 7

6.67

9.96

16.8

37.

8010

.51

16.8

3

1416

0.43

32.

31 6

4.61

67.

36 7

5.99

68.

86 7

0.98

62.

94 6

5.66

78.

8415

.98

7.18

710

.45

16.8

3

1424

-0.

81 3

2.58

65.

21 6

4.70

67.

40 6

-1.

60 3

3.64

66.

61 6

13.3

6 7

5.83

68.

93 6

16.0

4 7

1612

0.51

32.

20 6

4.38

66.

77 7

5.52

68.

17 7

1.06

32.

80 6

5.43

68.

18 7

14.6

86.

64 6

9.65

715

.86

1616

-1.

46 3

3.31

65.

52 6

4.72

67.

24 6

-2.

02 3

4.30

66.

88 6

13.0

1 7

5.78

68.

68 6

15.3

2 7

1624

--

0.70

33.

14 3

3.26

35.

57 3

--

1.78

34.

56 3

10.0

5 6

4.24

36.

93 3

13.0

7 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

137-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

.62

21.2

28.

5112

.62

21.2

25.

589.

6913

.29

23.4

69.

6913

.29

23.4

6

816

3.37

4.76

8.51

12.6

221

.22

8.51

12.6

221

.22

5.58

9.69

13.2

923

.46

9.69

13.2

923

.46

824

2.97

4.76

8.34

12.4

021

.18

8.51

12.6

221

.18

5.58

9.23

13.2

923

.46

9.69

13.2

923

.46

912

3.34

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.58

13.1

823

.16

9.58

13.1

823

.16

916

3.16

4.74

8.44

12.4

420

.88

8.44

12.4

420

.88

5.54

9.53

13.1

823

.16

9.58

13.1

823

.16

924

2.54

4.43

7.82

11.8

320

.52

8.44

12.4

420

.52

5.46

8.72

13.1

823

.16

9.58

13.1

823

.16

1012

3.21

4.71

8.35

12.2

420

.50

8.35

12.2

420

.50

5.49

9.46

13.0

622

.83

9.46

13.0

622

.83

1016

2.82

4.70

8.26

12.2

420

.50

8.35

12.2

420

.50

5.49

9.15

13.0

622

.83

9.46

13.0

622

.83

1024

2.00

3.95

7.25

11.2

019

.78

8.35

12.2

419

.78

4.95

8.16

12.8

022

.83

9.46

13.0

622

.83

1212

2.60

4.45

8.10

11.7

919

.64

8.16

11.7

919

.64

5.38

8.99

12.7

822

.11

9.18

12.7

822

.11

1216

2.07

73.

917.

3711

.33

19.6

48.

1611

.79

19.6

44.

878.

2712

.78

22.1

19.

1812

.78

22.1

1

1224

0.71

62.

87 6

5.91

9.72

18.0

67.

3711

.79

18.0

63.

82 7

6.85

11.3

621

.35

8.73

12.7

822

.11

1412

1.93

63.

727.

3111

.21

18.6

87.

9411

.30

18.6

84.

648.

2212

.46

21.3

38.

8612

.46

21.3

3

1416

1.10

63.

02 6

6.32

710

.09

18.4

27.

29 7

11.3

018

.42

3.92

77.

2411

.77

21.3

38.

5512

.46

21.3

3

1424

-1.

43 6

4.34

67.

98 6

15.7

65.

88 6

9.93

615

.76

2.55

65.

30 6

9.66

719

.35

7.13

611

.30

721

.33

1612

1.18

62.

94 6

6.04

79.

4216

.97

6.93

710

.75

16.9

73.

78 6

7.10

711

.19

20.5

38.

08 7

12.1

020

.53

1616

-2.

09 6

4.92

68.

10 6

15.2

66.

01 6

9.74

615

.26

2.92

65.

94 6

9.84

718

.93

7.16

611

.24

720

.53

1624

--

2.52

35.

74 6

12.2

0 6

4.35

37.

91 6

12.2

0 6

0.84

33.

51 3

7.40

615

.73

75.

47 3

9.27

618

.71

7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

200-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

.83

14.8

725

.72

10.8

314

.87

25.7

2

816

6.34

10.8

314

.87

25.7

210

.83

14.8

725

.72

824

6.34

10.5

214

.79

25.7

210

.83

14.8

725

.72

912

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

916

6.29

10.7

214

.71

25.5

010

.72

14.7

125

.50

924

6.29

10.0

114

.25

25.5

010

.72

14.7

125

.50

1012

6.24

10.5

914

.53

25.2

510

.59

14.5

325

.25

1016

6.24

10.4

414

.53

25.2

510

.59

14.5

325

.25

1024

5.89

9.45

13.6

425

.25

10.5

914

.53

25.2

5

1212

6.12

10.2

814

.11

24.3

910

.30

14.1

124

.39

1216

5.80

9.57

13.7

724

.39

10.3

014

.11

24.3

9

1224

4.70

8.14

12.2

324

.16

10.1

314

.11

24.1

6

1412

5.53

9.51

13.6

423

.43

9.97

13.6

423

.43

1416

4.79

8.54

12.6

623

.43

9.92

13.6

423

.43

1424

3.39

66.

60 7

10.5

722

.26

8.44

713

.00

22.2

6

1612

4.61

78.

4612

.50

22.4

19.

4113

.10

22.4

1

1616

3.71

67.

26 7

11.1

221

.71

8.44

712

.77

21.7

1

1624

1.77

34.

81 6

8.59

618

.50

76.

66 6

10.8

2 6

18.5

0 7

40 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

8710

.99

7.87

10.9

93.

354.

928.

9412

.42

20.0

08.

9412

.42

20.0

0

816

2.94

4.31

7.66

10.9

27.

8710

.99

3.35

4.92

8.69

12.2

320

.00

8.94

12.4

220

.00

824

2.59

4.31

7.12

10.3

27.

8710

.99

3.12

4.92

8.15

11.6

420

.00

8.94

12.4

220

.00

912

2.92

4.27

7.71

10.8

47.

7910

.84

3.32

4.87

8.75

12.2

619

.74

8.86

12.2

619

.74

916

2.76

4.27

7.37

10.6

07.

7910

.84

3.29

4.87

8.41

11.9

219

.74

8.86

12.2

619

.74

924

2.19

4.08

6.70

9.85

7.79

10.8

42.

744.

857.

7311

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19.4

98.

8612

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19.7

4

1012

2.81

4.23

7.48

10.6

87.

7110

.68

3.30

4.83

8.51

12.0

319

.46

8.76

12.0

819

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1016

2.47

4.23

7.06

10.2

57.

7110

.68

2.99

4.83

8.09

11.5

719

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8.76

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1024

1.70

3.65

6.22

9.31

7.71

10.6

82.

264.

417.

2510

.64

18.8

68.

7612

.08

19.4

6

1212

2.29

4.06

6.92

10.1

07.

5210

.32

2.81

4.72

7.95

11.4

218

.82

8.56

11.6

718

.82

1216

1.81

3.60

6.32

9.42

7.52

10.3

22.

334.

347.

3510

.75

18.8

28.

5611

.67

18.8

2

1224

0.58

62.

71 7

5.11

8.08

7.05

10.3

21.

13 6

3.42

6.14

9.41

17.4

08.

3711

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18.8

2

1412

1.72

73.

426.

279.

377.

259.

902.

234.

137.

3010

.69

18.0

98.

2911

.21

18.0

9

1416

0.92

62.

82 7

5.45

8.45

6.93

9.90

1.48

63.

52 7

6.47

9.79

17.8

58.

2211

.21

18.0

9

1424

-1.

50 6

3.80

66.

62 7

5.72

69.

11 7

-2.

31 6

4.83

67.

9715

.69

6.96

610

.75

18.0

9

1612

0.99

62.

73 6

5.51

78.

536.

54 7

9.45

1.54

63.

39 7

6.54

9.86

17.2

97.

7610

.71

17.2

9

1616

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00 6

4.44

67.

33 7

5.76

68.

97 7

0.39

62.

65 6

5.46

68.

6716

.26

6.95

610

.54

17.2

9

1624

-0.

01 3

2.30

34.

93 6

4.31

37.

43 6

-0.

82 3

3.31

66.

30 6

13.4

7 7

5.43

68.

94 6

16.3

2 7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

137-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

22.0

45.

699.

9213

.62

24.2

49.

9213

.62

24.2

4

816

3.43

4.86

8.72

13.0

122

.04

8.72

13.0

122

.04

5.69

9.92

13.6

224

.24

9.92

13.6

224

.24

824

3.24

4.86

8.72

12.9

021

.96

8.72

13.0

121

.96

5.69

9.63

13.6

224

.24

9.92

13.6

224

.24

912

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

916

3.41

4.84

8.66

12.8

621

.77

8.66

12.8

621

.77

5.65

9.83

13.5

324

.00

9.83

13.5

324

.00

924

2.86

4.78

8.33

12.4

421

.41

8.66

12.8

621

.41

5.65

9.21

13.5

324

.00

9.83

13.5

324

.00

1012

3.39

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.74

13.4

323

.74

9.74

13.4

323

.74

1016

3.12

4.81

8.59

12.7

021

.46

8.59

12.7

021

.46

5.62

9.56

13.4

323

.74

9.74

13.4

323

.74

1024

2.38

4.36

7.86

11.9

120

.80

8.59

12.7

020

.80

5.41

8.75

13.4

323

.74

9.74

13.4

323

.74

1212

2.93

4.76

8.43

12.3

420

.78

8.43

12.3

420

.78

5.53

9.43

13.2

123

.15

9.52

13.2

123

.15

1216

2.45

4.34

7.96

12.0

220

.78

8.43

12.3

420

.78

5.36

8.84

13.2

123

.15

9.52

13.2

123

.15

1224

1.26

73.

406.

7710

.71

19.3

98.

1812

.34

19.3

94.

407.

6712

.30

22.6

29.

5213

.21

23.1

5

1412

2.33

4.19

7.91

11.9

320

.00

8.26

11.9

320

.00

5.16

8.80

12.9

622

.49

9.26

12.9

622

.49

1416

1.60

73.

557.

1011

.07

19.8

28.

1511

.93

19.8

24.

528.

0012

.66

22.4

99.

2612

.96

22.4

9

1424

-2.

12 6

5.48

79.

2817

.71

6.85

711

.70

17.7

13.

27 7

6.40

10.9

020

.99

8.22

12.9

622

.49

1612

1.67

63.

48 7

7.16

11.1

519

.13

7.87

11.5

019

.13

4.40

8.06

12.6

621

.79

8.97

12.6

621

.79

1616

0.58

62.

69 6

6.11

79.

9718

.53

7.02

711

.50

18.5

33.

60 7

7.02

11.5

921

.78

8.29

12.6

621

.79

1624

-0.

55 3

3.99

67.

63 6

15.7

85.

43 6

9.92

615

.78

1.76

64.

94 6

9.29

719

.11

6.69

611

.27

721

.79

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

200-

(mils

)

5468

40 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

250-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

4511

.06

15.2

426

.42

11.0

615

.24

26.4

2

816

6.45

11.0

615

.24

26.4

211

.06

15.2

426

.42

824

6.45

10.9

115

.24

26.4

211

.06

15.2

426

.42

912

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

916

6.41

10.9

715

.11

26.2

510

.97

15.1

126

.25

924

6.41

10.5

014

.81

26.2

510

.97

15.1

126

.25

1012

6.37

10.8

814

.97

26.0

610

.88

14.9

726

.06

1016

6.37

10.8

514

.97

26.0

610

.88

14.9

726

.06

1024

6.37

10.0

314

.31

26.0

610

.88

14.9

726

.06

1212

6.28

10.6

514

.64

25.5

410

.65

14.6

425

.54

1216

6.28

10.1

314

.42

25.5

410

.65

14.6

425

.54

1224

5.33

8.95

13.1

525

.39

10.6

514

.64

25.3

9

1412

6.10

10.0

814

.26

24.7

610

.38

14.2

624

.76

1416

5.44

9.28

13.5

024

.76

10.3

814

.26

24.7

6

1424

4.15

77.

6811

.78

23.8

09.

6114

.26

23.8

0

1612

5.30

9.35

13.5

723

.90

10.0

913

.84

23.9

0

1616

4.47

78.

3012

.44

23.9

09.

6713

.84

23.9

0

1624

2.74

66.

21 6

10.1

9 7

21.9

78.

00 6

12.9

5 7

21.9

7

40 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

925S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

974.

377.

8611

.17

7.98

11.1

73.

384.

978.

8912

.48

20.3

89.

0512

.61

20.3

8

816

2.92

4.37

7.57

10.8

47.

9811

.17

3.38

4.97

8.59

12.1

520

.38

9.05

12.6

120

.38

824

2.37

4.32

6.97

10.1

77.

9811

.17

2.93

4.97

7.99

11.4

919

.96

9.05

12.6

120

.38

912

2.94

4.33

7.63

10.9

17.

9111

.04

3.36

4.93

8.65

12.2

220

.15

8.97

12.4

620

.15

916

2.62

4.33

7.25

10.4

97.

9111

.04

3.15

4.93

8.27

11.8

020

.15

8.97

12.4

620

.15

924

1.86

3.88

6.49

9.64

7.91

11.0

42.

424.

667.

5110

.96

19.3

38.

9712

.46

20.1

5

1012

2.69

4.29

7.36

10.6

17.

8310

.90

3.22

4.89

8.39

11.9

219

.90

8.89

12.3

119

.90

1016

2.29

4.16

6.89

10.0

97.

8310

.90

2.82

4.89

7.92

11.4

019

.86

8.89

12.3

119

.90

1024

1.30

3.40

5.96

9.05

7.83

10.9

01.

864.

166.

9810

.37

18.6

28.

8912

.31

19.9

0

1212

2.11

3.92

6.75

9.92

7.66

10.5

82.

624.

677.

7711

.24

19.3

38.

7111

.95

19.3

3

1216

1.41

3.38

6.07

9.17

7.66

10.5

81.

984.

137.

0910

.49

18.7

78.

7111

.95

19.3

3

1224

-2.

20 7

4.73

7.67

6.78

10.5

80.

55 6

3.02

5.74

9.00

17.0

08.

1011

.95

19.3

3

1412

1.35

73.

226.

029.

117.

4610

.21

1.92

73.

947.

0410

.43

18.6

98.

5111

.54

18.6

9

1416

0.34

62.

52 7

5.10

8.09

6.79

10.2

10.

94 6

3.22

76.

129.

4117

.49

8.10

11.5

418

.69

1424

-0.

68 6

3.28

66.

05 7

5.36

69.

11 7

-1.

50 6

4.28

67.

38 7

15.0

76.

63 6

10.7

6 7

18.6

9

1612

0.46

62.

46 6

5.18

78.

176.

46 7

9.80

1.02

63.

14 7

6.19

9.50

17.5

97.

7111

.09

17.9

7

1616

-1.

42 6

3.98

66.

84 7

5.55

69.

10 7

-2.

24 6

4.99

68.

17 7

16.0

16.

77 6

10.6

9 7

17.9

7

1624

--

1.60

34.

17 6

3.85

37.

37 6

--

2.59

65.

52 6

12.8

5 7

4.99

68.

90 6

16.6

1 7

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

1000

S13

7-(m

ils)

5468

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S16

2-(m

ils)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

464.

908.

8113

.19

22.4

38.

8113

.19

22.4

35.

7410

.03

13.7

724

.62

10.0

313

.77

24.6

2

816

3.46

4.90

8.81

13.1

922

.43

8.81

13.1

922

.43

5.74

10.0

213

.77

24.6

210

.03

13.7

724

.62

824

3.05

4.90

8.58

12.7

521

.87

8.81

13.1

921

.87

5.74

9.42

13.7

724

.62

10.0

313

.77

24.6

2

912

3.44

4.88

8.76

13.0

622

.19

8.76

13.0

622

.19

5.71

9.95

13.6

924

.40

9.95

13.6

924

.40

916

3.28

4.88

8.76

13.0

522

.19

8.76

13.0

622

.19

5.71

9.70

13.6

924

.40

9.95

13.6

924

.40

924

2.54

4.57

8.11

12.2

221

.25

8.76

13.0

621

.25

5.65

8.94

13.6

924

.40

9.95

13.6

924

.40

1012

3.34

4.86

8.70

12.9

221

.92

8.70

12.9

221

.92

5.67

9.81

13.6

124

.17

9.87

13.6

124

.17

1016

2.95

4.86

8.51

12.6

621

.77

8.70

12.9

221

.77

5.67

9.34

13.6

124

.17

9.87

13.6

124

.17

1024

1.98

4.09

7.58

11.6

420

.57

8.70

12.9

220

.57

5.16

8.40

13.2

123

.76

9.87

13.6

124

.17

1212

2.75

4.66

8.36

12.5

021

.31

8.56

12.6

021

.31

5.60

9.19

13.4

123

.64

9.67

13.4

123

.64

1216

2.10

4.10

7.69

11.7

620

.71

8.56

12.6

020

.71

5.14

8.51

13.3

323

.64

9.67

13.4

123

.64

1224

0.68

72.

836.

3510

.28

18.9

87.

8912

.60

18.9

83.

997.

1611

.88

22.2

19.

3813

.41

23.6

4

1412

2.04

3.96

7.63

11.7

020

.62

8.40

12.2

320

.62

4.96

8.46

13.1

923

.05

9.45

13.1

923

.05

1416

1.07

63.

226.

7210

.69

19.4

67.

9412

.23

19.4

64.

217.

5412

.28

22.6

89.

3513

.19

23.0

5

1424

-1.

32 6

4.90

78.

6817

.10

6.45

711

.68

17.1

02.

48 6

5.70

10.3

020

.37

7.86

12.7

223

.05

1612

1.15

63.

18 7

6.80

10.7

819

.56

7.71

11.8

419

.56

4.13

7.61

12.3

622

.41

9.04

12.9

322

.41

1616

-2.

06 6

5.61

79.

4618

.01

6.74

711

.66

18.0

13.

20 6

6.41

11.0

721

.27

8.07

12.8

622

.41

1624

--

3.23

66.

83 6

14.9

34.

90 6

9.84

614

.93

0.64

64.

01 6

8.49

718

.26

6.22

610

.90

722

.33

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

1000

S25

0-(m

ils)

50 k

si50

ksi

97

1000

S20

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

5011

.17

15.4

226

.76

11.1

715

.42

26.7

6

816

6.50

11.1

715

.42

26.7

611

.17

15.4

226

.76

824

6.50

10.6

915

.10

26.7

611

.17

15.4

226

.76

912

6.47

11.0

915

.30

26.6

111

.09

15.3

026

.61

916

6.47

10.9

715

.30

26.6

111

.09

15.3

026

.61

924

6.47

10.2

114

.60

26.6

111

.09

15.3

026

.61

1012

6.43

11.0

115

.18

26.4

411

.01

15.1

826

.44

1016

6.43

10.6

115

.02

26.4

411

.01

15.1

826

.44

1024

6.13

9.67

14.0

326

.44

11.0

115

.18

26.4

4

1212

6.35

10.4

614

.86

26.0

610

.81

14.8

926

.06

1216

6.10

9.78

14.1

526

.06

10.8

114

.89

26.0

6

1224

4.97

8.42

12.7

324

.98

10.8

114

.89

24.9

8

1412

5.90

9.72

14.0

925

.38

10.5

814

.56

25.3

8

1416

5.14

8.79

13.1

225

.38

10.5

814

.56

25.3

8

1424

3.47

76.

9411

.18

23.1

99.

2614

.56

23.1

9

1612

5.04

8.87

13.2

024

.61

10.3

114

.18

24.6

1

1616

4.08

77.

6611

.93

24.0

69.

4514

.18

24.0

6

1624

1.72

65.

23 6

9.40

721

.12

7.54

612

.63

721

.12

50 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

1000

S30

0-(m

ils)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

120.

93 3

1.84

63.

48 6

5.13

64.

38 6

6.22

61.

34 3

2.43

64.

49 6

6.46

79.

905.

45 6

7.62

711

.61

816

0.11

21.

26 3

2.66

34.

19 6

3.74

35.

50 6

0.73

31.

82 3

3.61

65.

46 6

8.60

74.

76 6

6.85

610

.90

7

824

--

0.98

22.

57 3

2.60

24.

23 3

-0.

29 2

2.08

33.

73 3

6.37

63.

54 3

5.50

39.

30 6

912

0.36

21.

24 3

2.48

33.

85 6

3.42

34.

98 6

0.80

21.

76 3

3.33

64.

98 6

7.75

74.

34 6

6.21

69.

77 7

916

-0.

52 2

1.64

32.

89 3

2.74

34.

22 3

-1.

10 2

2.43

33.

95 3

6.43

63.

61 3

5.39

38.

80 6

924

--

-1.

06 2

1.59

22.

93 2

--

0.28

22.

20 2

4.18

32.

36 2

3.99

27.

14 3

1012

-0.

72 2

1.64

22.

76 3

2.57

23.

89 3

0.03

21.

16 2

2.35

33.

72 3

5.91

63.

36 3

4.94

37.

92 6

1016

--

0.69

21.

82 2

1.90

23.

13 2

-0.

09 2

1.46

22.

70 3

4.62

32.

63 2

4.12

36.

95 3

1024

--

--

0.76

11.

86 2

--

-0.

34 2

2.43

21.

40 2

2.74

25.

31 2

1212

--

0.05

21.

17 2

1.30

22.

21 2

--

0.91

21.

83 2

3.18

31.

85 2

2.96

25.

02 3

1216

--

--

0.68

11.

52 2

--

-0.

89 2

2.00

21.

17 1

2.20

24.

13 2

1224

--

--

--

--

--

--

0.93

12.

63 2

1412

--

--

0.48

11.

09 1

--

-0.

32 2

1.43

20.

85 1

1.61

23.

04 2

1416

--

--

-0.

18 1

--

--

--

0.95

12.

26 2

1424

--

--

--

--

--

--

-0.

95 1

1612

--

--

-0.

21 1

--

--

--

0.76

11.

78 1

1616

--

--

--

--

--

--

-1.

09 1

1624

--

--

--

--

--

--

--

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

50 k

si50

ksi

97

362S

137-

(mils

)

5468

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

162-

(mils

)

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

50 6

2.68

65.

18 7

7.73

12.1

35.

89 7

8.77

12.1

33.

52 6

6.22

9.49

15.6

67.

0410

.26

16.1

4

816

0.93

32.

02 6

4.29

66.

71 6

10.7

95.

15 6

7.96

610

.79

2.84

65.

30 6

8.44

714

.23

6.31

69.

42 7

16.1

4

824

-0.

39 3

2.75

34.

93 6

8.45

63.

85 3

6.53

68.

45 6

1.63

33.

68 6

6.57

611

.72

74.

99 6

7.84

614

.67

7

912

0.96

32.

00 3

4.04

66.

22 6

9.72

4.81

67.

35 6

9.72

2.76

64.

97 6

7.87

712

.83

5.89

68.

77 7

14.8

9

916

-1.

28 3

3.10

35.

13 6

8.33

64.

01 3

6.46

68.

33 6

2.01

33.

98 6

6.71

611

.32

75.

08 6

7.79

613

.75

7

924

--

1.33

23.

28 3

5.94

62.

63 2

4.94

35.

94 6

0.10

22.

27 3

4.73

38.

74 6

3.65

36.

08 3

11.7

8 6

1012

0.20

21.

36 3

2.99

34.

82 6

7.62

63.

78 3

5.97

67.

62 6

2.05

33.

78 6

6.28

610

.30

74.

72 6

7.22

612

.39

7

1016

-0.

18 2

2.04

23.

73 3

6.23

62.

96 2

5.07

36.

23 6

1.25

22.

77 3

5.11

38.

79 6

3.88

36.

20 3

11.2

2 6

1024

--

-1.

89 2

3.90

31.

58 2

3.54

23.

90 3

-0.

43 2

3.11

26.

24 3

2.45

24.

46 2

9.25

3

1212

--

1.39

22.

60 2

4.40

32.

15 2

3.68

24.

40 3

0.84

22.

04 2

3.75

36.

34 6

3.00

24.

66 3

8.29

6

1216

--

-1.

59 2

3.13

21.

36 2

2.84

23.

13 2

-0.

94 2

2.62

24.

94 3

2.15

23.

67 2

7.20

3

1224

--

--

0.05

2-

1.42

10.

05 2

--

-2.

60 2

0.06

12.

00 2

5.37

2

1412

--

-1.

15 2

2.29

21.

00 1

2.11

22.

29 2

-0.

46 2

1.94

23.

67 2

1.64

22.

75 2

5.40

2

1416

--

--

1.18

2-

1.36

11.

18 2

--

0.55

22.

44 2

0.85

11.

86 2

4.44

2

1424

--

--

--

--

--

--

--

2.81

1

1612

--

--

0.97

2-

1.08

10.

97 2

--

0.77

11.

94 2

0.70

11.

48 1

3.45

2

1616

--

--

--

0.03

1-

--

-0.

33 1

-0.

41 1

2.61

1

1624

--

--

--

--

--

--

--

1.18

1

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

50 k

si50

ksi

97

362S

200-

(mils

)

5468

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

362S

250-

(mils

)

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

124.

34 7

7.53

10.7

417

.96

8.37

11.1

817

.96

816

3.62

66.

57 7

9.65

16.9

47.

59 7

10.8

916

.94

824

2.33

34.

85 6

7.71

614

.41

6.20

69.

34 6

14.4

1

912

3.50

66.

17 7

8.99

15.5

57.

12 7

10.1

415

.55

916

2.70

65.

11 6

7.79

613

.98

6.24

69.

16 6

13.9

8

924

1.13

33.

28 3

5.70

611

.27

64.

71 3

7.45

611

.27

6

1012

2.70

34.

89 6

7.29

612

.92

5.89

68.

50 6

12.9

2

1016

1.84

33.

79 3

6.05

611

.30

64.

97 3

7.47

611

.30

6

1024

-1.

92 2

3.92

38.

55 6

3.38

25.

70 3

8.55

6

1212

1.32

22.

78 3

4.63

38.

28 6

3.78

35.

87 3

8.28

6

1216

-1.

70 2

3.38

26.

76 3

2.85

24.

81 2

6.76

3

1224

--

0.56

24.

22 2

1.30

23.

03 2

4.22

2

1412

-1.

29 2

2.57

25.

06 3

2.22

23.

70 2

5.06

3

1416

--

1.42

23.

71 2

1.35

22.

73 2

3.71

2

1424

--

-0.

80 2

-0.

69 1

0.80

2

1612

--

1.16

22.

93 2

1.12

12.

15 2

2.93

2

1616

--

-1.

74 2

-1.

30 1

1.74

2

1624

--

--

--

-

50 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

362S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

24 6

2.26

64.

28 6

6.23

5.18

67.

321.

69 6

2.91

65.

40 7

7.70

12.3

56.

35 7

8.76

13.0

7

816

0.65

31.

69 3

3.44

65.

27 6

4.54

66.

60 6

1.14

32.

30 6

4.51

66.

69 7

11.0

75.

67 6

8.09

713

.07

824

-0.

22 2

1.90

33.

59 6

3.39

35.

31 6

-1.

21 3

2.94

34.

91 6

8.82

64.

45 3

6.73

611

.45

6

912

0.77

31.

66 3

3.23

64.

89 6

4.21

66.

08 6

1.15

32.

24 6

4.21

66.

19 6

10.1

15.

25 6

7.45

611

.94

916

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03 3

2.35

33.

88 6

3.51

35.

29 6

0.22

21.

57 3

3.26

35.

11 6

8.74

74.

50 3

6.61

610

.92

7

924

--

0.19

22.

14 3

2.29

23.

92 3

--

1.44

23.

25 3

6.39

63.

20 2

5.15

39.

14 6

1012

0.04

21.

11 3

2.32

33.

70 6

3.31

34.

92 6

0.62

21.

62 3

3.15

34.

83 6

8.07

64.

22 3

6.13

69.

96 6

1016

-0.

04 2

1.42

22.

68 3

2.59

24.

11 3

-0.

91 2

2.19

33.

73 3

6.68

63.

45 3

5.26

38.

90 6

1024

--

-0.

22 2

1.37

22.

72 2

--

-1.

86 2

4.34

32.

12 2

3.77

27.

09 3

1212

--

0.91

21.

85 2

1.87

23.

03 2

-0.

49 2

1.49

22.

66 3

4.84

32.

53 2

3.93

36.

65 3

1216

--

-0.

48 2

1.18

22.

24 2

--

-1.

61 2

3.53

31.

78 2

3.08

25.

63 3

1224

--

--

-0.

92 1

--

--

0.61

2-

1.65

23.

92 2

1412

--

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27 2

0.88

11.

70 2

--

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19 2

2.64

21.

35 2

2.36

24.

27 2

1416

--

--

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98 1

--

--

1.47

20.

66 1

1.58

13.

35 2

1424

--

--

--

--

--

--

-1.

81 1

1612

--

--

-0.

80 1

--

--

1.20

20.

56 1

1.27

12.

64 2

1616

--

--

--

--

--

--

0.28

11.

83 1

1624

--

--

--

--

--

--

--

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

400S

137-

(mils

)

5468

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

121.

84 6

3.13

75.

998.

9614

.76

6.68

9.58

14.7

64.

037.

1310

.70

17.5

87.

7910

.79

17.5

8

816

1.29

62.

50 6

5.13

67.

96 7

13.4

55.

98 6

9.18

713

.45

3.38

66.

24 7

9.69

17.0

37.

22 7

10.6

417

.58

824

-1.

27 3

3.60

66.

17 6

11.1

2 7

4.71

67.

78 6

11.1

2 7

2.20

64.

64 6

7.87

614

.60

5.95

69.

13 6

17.1

4

912

1.31

32.

48 6

4.91

67.

46 7

12.3

05.

70 6

8.59

712

.30

3.31

65.

93 7

9.23

15.7

86.

84 7

10.1

316

.66

916

0.52

31.

77 3

3.96

66.

35 6

10.8

8 7

4.90

67.

71 6

10.8

8 7

2.57

64.

93 6

8.07

714

.26

6.04

69.

16 7

16.4

3

924

--

2.29

34.

42 3

8.40

63.

49 3

6.16

38.

40 6

1.05

33.

18 3

6.04

611

.60

64.

61 3

7.44

614

.39

6

1012

0.81

31.

84 3

3.84

66.

05 6

10.0

2 7

4.67

67.

26 6

10.0

2 7

2.60

64.

77 6

7.68

613

.11

5.76

68.

66 6

15.0

4

1016

-1.

04 3

2.84

34.

89 6

8.56

63.

82 3

6.32

68.

56 6

1.79

33.

71 3

6.44

611

.53

74.

89 3

7.60

613

.80

7

1024

--

0.52

22.

91 3

6.07

32.

36 2

4.69

36.

07 3

-1.

74 2

4.32

38.

82 6

3.37

25.

78 3

11.6

6 6

1212

-0.

58 2

2.05

23.

60 3

6.31

62.

89 2

4.80

36.

31 6

1.32

22.

78 3

4.92

38.

64 6

3.82

35.

93 3

10.5

4 6

1216

--

0.97

22.

47 2

4.91

32.

03 2

3.86

24.

91 3

-1.

70 2

3.67

37.

11 3

2.90

24.

84 3

9.31

3

1224

--

--

2.56

2-

2.28

22.

56 2

--

1.38

24.

53 2

1.36

23.

01 2

7.24

2

1412

--

0.78

21.

86 2

3.72

31.

57 2

2.97

23.

72 3

-1.

33 2

2.85

25.

43 3

2.34

23.

80 2

7.17

3

1416

--

-0.

33 2

2.45

20.

76 1

2.10

22.

45 2

--

1.69

24.

04 2

1.45

22.

78 2

6.05

2

1424

--

--

--

--

--

-1.

70 2

-0.

55 1

4.16

2

1612

--

-0.

39 1

1.97

20.

65 1

1.70

11.

97 2

--

1.40

23.

22 2

1.21

12.

25 2

4.77

2

1616

--

--

0.28

2-

0.92

10.

28 2

--

-1.

98 2

-1.

33 1

3.77

2

1624

--

--

--

--

--

--

--

2.09

1

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

400S

250-

(mils

)

50 k

si50

ksi

97

400S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

124.

908.

5111

.84

19.5

08.

8711

.84

19.5

0

816

4.22

77.

5911

.05

19.5

08.

5811

.84

19.5

0

824

2.98

65.

92 6

9.16

717

.47

7.24

610

.76

717

.47

912

4.11

77.

2310

.45

18.5

38.

1511

.35

18.5

3

916

3.33

66.

18 6

9.25

716

.99

7.30

610

.62

716

.99

924

1.93

34.

32 6

7.13

614

.29

75.

78 6

8.92

614

.29

7

1012

3.32

65.

95 6

8.63

715

.85

6.97

69.

84 7

15.8

5

1016

2.46

34.

82 6

7.36

614

.19

76.

04 6

8.81

614

.19

7

1024

0.34

22.

86 3

5.17

311

.35

64.

41 3

7.01

311

.35

6

1212

1.88

33.

70 3

5.91

610

.97

64.

78 3

7.24

610

.97

6

1216

0.79

22.

53 2

4.55

39.

30 6

3.79

26.

10 3

9.30

6

1224

--

2.27

26.

51 3

2.11

24.

18 2

6.51

3

1412

0.40

21.

99 2

3.64

37.

16 3

3.03

24.

93 3

7.16

3

1416

-0.

29 2

2.34

25.

64 3

2.07

23.

83 2

5.64

3

1424

--

-3.

09 2

-1.

98 2

3.09

2

1612

-0.

40 2

1.93

24.

49 2

1.76

23.

11 2

4.49

2

1616

--

0.01

23.

13 2

0.86

12.

11 2

3.13

2

1624

--

--

--

-

50 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

400S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

183.

566.

389.

246.

899.

242.

684.

307.

4510

.57

16.4

37.

9310

.57

16.4

3

816

1.76

63.

095.

698.

526.

899.

242.

25 7

3.82

6.77

9.90

16.4

37.

9310

.57

16.4

3

824

0.78

62.

21 6

4.29

76.

976.

03 7

8.84

1.32

62.

91 6

5.39

78.

4015

.42

7.33

710

.57

16.4

3

912

1.78

63.

06 7

5.83

8.49

6.65

8.91

2.28

73.

776.

9110

.06

15.8

67.

6810

.21

15.8

6

916

1.28

62.

51 6

4.94

77.

536.

14 7

8.85

1.75

63.

19 7

6.04

9.10

15.7

37.

4110

.21

15.8

6

924

-1.

41 3

3.18

65.

74 6

4.98

67.

56 6

0.35

32.

11 6

4.30

67.

20 7

13.4

86.

21 6

9.20

715

.78

1012

1.37

62.

55 6

4.94

77.

325.

95 7

8.54

1.83

63.

21 6

6.13

8.88

15.1

27.

189.

8215

.26

1016

0.64

31.

91 6

3.99

66.

23 6

5.24

67.

73 6

1.18

32.

55 6

5.13

67.

75 7

13.7

16.

43 6

9.32

715

.26

1024

-0.

21 3

1.93

34.

28 6

3.94

36.

27 6

-1.

14 3

3.07

65.

70 6

11.1

8 7

5.06

67.

79 6

13.7

7 7

1212

0.27

21.

52 3

3.17

65.

05 6

4.34

66.

48 6

0.89

32.

09 3

4.15

66.

37 6

11.4

25.

38 6

7.88

613

.33

1216

-0.

51 2

2.12

33.

82 3

3.51

35.

53 3

-1.

30 3

3.02

35.

07 6

9.78

64.

50 3

6.88

612

.06

6

1224

--

-1.

18 2

2.05

23.

87 2

--

0.22

22.

76 3

6.95

62.

95 2

5.12

39.

84 6

1412

-0.

27 2

1.71

23.

13 3

2.92

24.

62 3

-1.

08 2

2.48

34.

19 3

8.11

63.

76 3

5.78

310

.12

6

1416

--

-1.

89 2

2.05

23.

63 2

--

1.10

22.

86 3

6.44

32.

84 2

4.72

38.

78 3

1424

--

--

-1.

94 2

--

--

3.60

21.

25 2

2.91

26.

50 2

1612

--

0.07

21.

66 2

1.78

23.

10 2

--

1.19

22.

48 2

5.47

32.

45 2

4.03

27.

42 3

1616

--

--

0.94

12.

14 2

--

-0.

65 2

3.85

21.

54 2

2.99

26.

11 2

1624

--

--

--

--

--

--

1.24

13.

92 2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

550S

137-

(mils

)

5468

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

834.

407.

8111

.26

18.3

77.

8111

.26

18.3

75.

208.

8612

.17

20.7

68.

8612

.17

20.7

6

816

2.40

3.93

7.43

11.2

418

.37

7.81

11.2

618

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4.93

8.35

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720

.76

8.86

12.1

720

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824

1.52

63.

01 7

6.10

9.78

17.5

17.

3111

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14.

007.

0611

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68.

7512

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6

912

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927.

4810

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17.7

67.

6710

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64.

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4811

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58.

6611

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5

916

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63.

34 7

6.67

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817

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7.50

10.9

417

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4.30

7.66

11.9

720

.25

8.66

11.9

720

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924

0.62

32.

24 6

5.04

68.

59 7

16.0

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31 6

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2 7

16.0

33.

17 6

6.03

710

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19.5

67.

68 7

11.5

220

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1012

1.97

63.

40 7

6.62

10.1

217

.10

7.40

10.6

117

.10

4.33

7.82

11.7

519

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8.44

11.7

519

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1.38

62.

72 6

5.67

79.

0016

.18

6.65

710

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16.1

83.

63 6

6.84

10.7

119

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7.95

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519

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18 3

3.86

66.

97 6

13.5

8 7

5.26

68.

82 6

13.5

8 7

2.32

64.

87 6

8.68

717

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6.56

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719

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1212

1.09

32.

31 6

4.83

67.

63 6

13.6

25.

81 6

9.00

613

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3.13

65.

85 6

9.41

717

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6.96

610

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718

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1216

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41 3

3.69

36.

30 6

11.9

2 7

4.87

37.

94 6

11.9

2 7

2.25

34.

65 6

8.01

615

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38 6

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3

1224

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97 3

8.96

63.

20 2

6.08

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96 6

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5.57

312

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32 3

7.33

315

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6

1412

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36 6

9.96

64.

16 3

6.85

69.

96 6

1.96

33.

99 3

6.89

612

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75.

23 3

8.15

615

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7

1416

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94 3

8.19

63.

14 2

5.69

38.

19 6

0.48

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70 3

5.38

311

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17 3

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313

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6

1424

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67 2

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26 2

3.71

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19 3

--

2.80

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79 3

2.34

24.

66 2

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8 3

1612

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40 3

6.96

32.

76 2

4.87

36.

96 3

0.78

22.

42 2

4.71

39.

39 6

3.69

25.

99 3

11.4

2 6

1616

--

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02 2

5.25

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74 2

3.73

25.

25 3

-0.

49 2

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52 3

2.60

24.

69 2

9.88

3

1624

--

--

2.37

2-

1.80

22.

37 2

--

-4.

38 2

-2.

49 2

7.28

2

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

550S

250-

(mils

)

50 k

si50

ksi

97

550S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

403.

866.

679.

617.

099.

612.

914.

507.

7310

.96

17.1

78.

1410

.96

17.1

7

816

2.02

3.44

6.05

8.96

7.09

9.61

2.51

4.18

7.12

10.3

317

.17

8.14

10.9

617

.17

824

1.18

62.

62 7

4.81

7.59

6.64

9.61

1.72

63.

34 7

5.89

8.99

16.2

77.

9710

.96

17.1

7

912

2.04

73.

416.

179.

106.

939.

322.

544.

147.

2410

.47

16.6

87.

9810

.65

16.6

8

916

1.58

62.

90 7

5.39

8.23

6.79

9.32

2.06

63.

616.

479.

6216

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7.98

10.6

516

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924

0.32

31.

92 6

3.82

66.

49 7

5.71

68.

53 7

0.91

62.

59 6

4.92

77.

9215

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7.00

710

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16.6

8

1012

1.65

62.

93 7

5.62

8.31

6.63

9.01

2.14

63.

636.

709.

8716

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016

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1016

1.06

62.

33 6

4.65

67.

265.

96 6

8.70

1.57

63.

00 6

5.74

78.

8215

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16.1

4

1024

-0.

97 3

2.71

65.

26 6

4.71

67.

31 6

-1.

81 6

3.82

66.

72 6

13.0

85.

91 6

8.91

615

.58

1212

0.80

31.

94 6

3.93

66.

10 6

5.09

67.

52 6

1.28

32.

56 6

5.01

67.

53 7

13.3

36.

22 6

9.02

714

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1216

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18 3

2.87

34.

86 6

4.27

36.

58 6

0.16

31.

78 3

3.87

66.

23 6

11.6

9 7

5.35

68.

04 6

13.9

7 7

1224

--

0.15

22.

42 3

2.81

24.

91 3

--

1.30

33.

93 3

8.81

63.

80 3

6.28

311

.76

6

1412

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02 2

2.39

34.

09 3

3.64

35.

64 3

0.07

21.

53 3

3.26

35.

29 6

9.95

64.

59 3

6.93

612

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6

1416

--

0.93

22.

78 3

2.75

24.

61 3

-0.

14 2

2.06

33.

89 3

8.19

63.

64 3

5.83

310

.65

6

1424

--

--

1.10

22.

83 2

--

-0.

60 2

5.17

31.

98 2

3.95

28.

26 3

1612

--

1.08

22.

45 2

2.41

24.

01 2

-0.

23 2

1.84

23.

41 3

7.07

63.

18 2

5.07

39.

18 6

1616

--

-0.

55 2

1.51

22.

97 2

--

-2.

02 2

5.32

32.

21 2

3.96

27.

77 3

1624

--

--

-1.

13 1

--

--

2.17

2-

2.08

25.

38 2

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

600S

137-

(mils

)

5468

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

034.

538.

0011

.63

19.1

48.

0011

.63

19.1

45.

319.

0912

.47

21.4

89.

0912

.47

21.4

8

816

2.64

4.25

7.76

11.6

319

.14

8.00

11.6

319

.14

5.27

8.67

12.4

721

.48

9.09

12.4

721

.48

824

1.84

73.

426.

5810

.35

18.3

27.

9111

.63

18.3

24.

437.

5212

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21.4

89.

0912

.47

21.4

8

912

2.65

4.26

7.88

11.3

518

.60

7.88

11.3

518

.60

5.24

8.79

12.3

021

.03

8.91

12.3

021

.03

916

2.17

73.

727.

1310

.96

18.6

07.

8811

.35

18.6

04.

718.

0612

.30

21.0

38.

9112

.30

21.0

3

924

1.03

62.

70 6

5.63

79.

3117

.13

7.00

711

.22

17.1

33.

67 7

6.59

11.0

020

.47

8.43

12.3

021

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1012

2.24

73.

797.

3011

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18.0

27.

7511

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18.0

24.

748.

2812

.11

20.5

58.

7212

.11

20.5

5

1016

1.68

63.

15 7

6.41

10.0

918

.02

7.33

11.0

518

.02

4.09

7.37

11.7

320

.55

8.69

12.1

120

.55

1024

0.11

31.

83 6

4.57

68.

15 7

15.5

96.

03 6

9.92

715

.59

2.87

65.

56 6

9.83

19.1

87.

39 6

11.2

320

.55

1212

1.39

62.

76 6

5.62

68.

7915

.68

6.57

610

.11

15.6

83.

63 6

6.72

710

.56

19.3

77.

79 7

11.6

419

.55

1216

0.26

31.

94 3

4.50

67.

48 6

13.9

95.

67 6

9.10

613

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2.79

65.

56 6

9.22

717

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6.89

610

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719

.55

1224

--

2.12

35.

15 6

11.0

0 6

4.04

37.

27 6

11.0

0 6

0.77

33.

17 3

6.82

614

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75.

24 3

8.58

617

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7

1412

0.17

21.

72 3

3.93

66.

51 6

12.0

0 7

5.02

68.

03 6

12.0

0 7

2.49

34.

87 6

8.21

615

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6.13

69.

49 6

17.3

9

1416

-0.

22 2

2.69

35.

05 3

10.1

5 6

3.98

36.

86 3

10.1

5 6

1.44

33.

57 3

6.66

613

.32

65.

07 3

8.20

615

.81

6

1424

--

-2.

28 2

6.98

32.

18 2

4.83

26.

98 3

-0.

33 2

4.00

39.

93 6

3.22

25.

94 3

13.0

7 6

1612

-0.

31 2

2.42

34.

47 3

8.78

63.

54 3

6.04

38.

78 6

1.43

23.

19 3

5.91

611

.55

64.

50 3

7.26

613

.72

6

1616

--

0.55

22.

99 2

6.92

32.

47 2

4.82

26.

92 3

-1.

73 2

4.32

39.

54 6

3.39

25.

90 3

12.0

8 6

1624

--

--

3.79

2-

2.76

23.

79 2

--

0.59

26.

15 3

1.37

23.

58 2

9.28

3

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

600S

250-

(mils

)

50 k

si50

ksi

97

600S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

0510

.22

13.9

123

.87

10.2

213

.91

23.8

7

816

6.05

9.98

13.9

123

.87

10.2

213

.91

23.8

7

824

5.37

8.83

12.8

623

.87

10.2

213

.91

23.8

7

912

5.98

10.0

313

.65

23.3

210

.03

13.6

523

.32

916

5.64

9.37

13.4

423

.32

10.0

313

.65

23.3

2

924

4.57

7.91

11.8

823

.32

9.86

13.6

523

.32

1012

5.67

9.58

13.3

622

.73

9.83

13.3

622

.73

1016

5.00

8.69

12.7

122

.73

9.83

13.3

622

.73

1024

3.72

66.

89 7

10.7

922

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8.78

713

.04

22.0

9

1212

4.48

78.

0811

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21.4

69.

1612

.71

21.4

6

1216

3.60

66.

88 6

10.5

320

.46

8.21

612

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20.4

6

1224

1.77

34.

52 6

8.03

617

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76.

49 6

10.1

9 6

17.3

2 7

1412

3.24

66.

10 6

9.35

718

.10

7.37

610

.90

718

.10

1416

2.20

34.

72 6

7.75

616

.06

76.

25 6

9.62

616

.06

7

1424

-1.

72 3

4.96

312

.53

64.

27 3

7.37

312

.53

6

1612

2.06

34.

27 3

6.91

614

.23

65.

64 3

8.59

614

.23

6

1616

0.31

22.

81 3

5.23

312

.08

64.

43 3

7.21

312

.08

6

1624

--

1.81

28.

44 3

2.35

24.

84 2

8.44

3

50 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

600S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

874.

207.

4310

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44 3

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19 2

5.73

311

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6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

800S

137-

(mils

)

5468

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sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

374.

768.

5112

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21.2

28.

5112

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21.2

25.

589.

6913

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23.4

69.

6913

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6

816

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4.76

8.51

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221

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8.51

12.6

221

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5.58

9.55

13.2

923

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9.69

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923

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824

2.58

4.50

7.85

11.8

720

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8.51

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220

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5.55

8.75

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923

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9.69

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912

3.24

4.74

8.44

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420

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5.54

9.58

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823

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924

1.96

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519

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8.44

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419

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9.58

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1012

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420

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420

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622

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622

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520

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4910

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4111

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319

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11.7

919

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63.

39 7

6.64

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318

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7.92

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918

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522

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1224

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89 6

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5216

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01 6

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1412

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20 6

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718

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7312

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04 7

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57 6

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921

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04 3

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84 6

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84 6

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610

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0.20

32.

30 6

5.19

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7 7

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3

1616

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8 7

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80 6

13.6

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78 6

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617

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610

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619

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--

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82 3

10.1

4 6

3.21

36.

66 3

10.1

4 6

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61 3

5.62

313

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64.

31 3

7.91

317

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6

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

800S

250-

(mils

)

50 k

si50

ksi

97

800S

200-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

68

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

126.

3410

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14.8

725

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10.8

314

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25.7

2

816

6.34

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314

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25.7

210

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14.8

725

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6.34

10.0

414

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25.7

210

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725

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912

6.29

10.7

214

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125

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010

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125

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924

5.95

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0

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614

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510

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325

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1016

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725

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5

1024

5.32

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720

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4

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9.82

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720

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91 3

6.60

616

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65.

43 3

9.47

616

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6

50 p

sf L

ater

al L

oad

97

33 k

si50

ksi

97

800S

300-

(mils

)

5468

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

3343

6854

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

122.

944.

317.

7310

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7.87

10.9

93.

354.

928.

7612

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20.0

08.

9412

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20.0

0

816

2.80

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7.39

10.6

27.

8710

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3.34

4.92

8.42

11.9

420

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8.94

12.4

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6.72

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784.

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19.5

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9412

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0

912

2.83

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7910

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3.32

4.87

8.49

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119

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8.86

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619

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2.49

4.27

7.04

10.2

27.

7910

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3.01

4.87

8.07

11.5

419

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619

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1.67

3.69

6.19

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7.79

10.8

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234.

457.

2110

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18.8

28.

8612

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4

1012

2.55

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67.

7110

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3.08

4.83

8.19

11.6

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2.13

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82.

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1024

1.06

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185.

598.

617.

7110

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6.62

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38.

7612

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6

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1.94

3.71

6.47

9.59

7.52

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22.

454.

457.

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28.

5611

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155.

728.

757.

5210

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076.

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9.99

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6810

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2911

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4.63

77.

536.

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3.59

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14.0

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9.80

617

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18 6

4.71

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63 7

5.95

69.

17 7

0.72

62.

83 6

5.73

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9716

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1616

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3.37

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5.02

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19 6

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4.39

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14.8

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17 6

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617

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--

0.69

33.

14 3

3.31

36.

35 3

--

1.70

34.

51 6

11.5

5 6

4.38

37.

82 6

14.9

0 6

CO

MB

INE

D A

XIA

L A

ND

LA

TE

RA

L LO

AD

TA

BLE

S

9733

4368

3343

5454

6897

925S

137-

(mils

)

5468

50 p

sf L

ater

al L

oad

5468

97

33 k

si

97

33 k

si

925S

162-

(mils

)

50 k

si50

ksi

note

s:1

Def

lect

ion

exce

eds

L/12

0

1. L

ater

al a

nd a

xial

load

mul

tiplie

d by

0.7

5 fo

r st

reng

th d

eter

min

atio

n 2

Def

lect

ion

exce

eds

L/24

0

2. A

llow

able

axi

al lo

ad in

kip

s/st

ud3

Def

lect

ion

exce

eds

L/36

0

3. E

ffec

tive

area

con

side

rs 1

.5"

hole

s in

web

s fo

r ax

ial l

oad

dete

rmin

iatio

n 4

Def

lect

ion

exce

eds

L/48

0

4. A

llow

able

load

s ba

sed

on c

ontin

uous

bra

cing

of e

ach

flang

e fo

r fle

xura

l cal

cula

tion

6 D

efle

ctio

n ex

ceed

s L/

600

5. A

llow

able

load

s ar

e ba

sed

on m

embe

rs w

ith r

estr

aine

d en

ds in

bra

ced

fram

es, C

m=0

.85

7 D

efle

ctio

n ex

ceed

s L/

720

Wal

lS

paci

ng

Hei

ght

(in.)

(ft.

)o.

c.8

123.

434.

868.

7213

.01

22.0

48.

7213

.01

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Steel Stud SolutionsFloor Joist Span Tables (feet - inches)

notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports

15 psf Dead Load and 100 psf Live Load

Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.

Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24

600S137-33 33 7-7 e 6-7 e 5-4 e 7-7 a 6-5 a 4-3 a 7-7 e 6-7 e 5-4 e 7-7 a 6-5 a 4-3 a

600S162-33 33 8-0 e 7-0 e 5-4 e 8-0 a 6-5 a 4-3 a 8-0 e 7-0 e 5-4 e 8-0 a 6-5 a 4-3 a

600S200-33 33 8-2 e 7-1 e 5-4 e 8-2 a 6-5 a 4-3 a 8-2 e 7-1 e 5-4 e 8-2 a 6-5 a 4-3 a

600S137-43 33 8-9 e 7-7 e 6-2 e 8-9 i 7-7 a 6-2 a 8-8 e 7-7 e 6-2 e 8-9 i 7-7 a 6-2 a

600S162-43 33 9-4 e 8-1 e 6-7 e 9-4 i 8-1 a 6-7 a 9-1 e 8-1 e 6-7 e 9-4 i 8-1 a 6-7 a

600S200-43 33 9-5 e 8-1 e 6-8 e 9-5 i 8-1 a 6-8 a 9-5 e 8-1 e 6-8 e 9-5 i 8-1 a 6-8 a

600S250-43 33 10-2 e 8-10 e 7-2 e 10-2 a 8-10 a 7-2 a 10-0 e 8-10 e 7-2 e 10-2 a 8-10 a 7-2 a

600S300-43 33 10-9 e 9-4 e 7-7 e 10-9 a 9-4 a 7-7 a 10-5 e 9-4 e 7-7 e 10-9 a 9-4 a 7-7 a

600S137-54 33 9-9 8-5 6-11 e 9-9 i 8-5 i 6-11 i 9-4 8-5 6-11 e 9-9 i 8-5 i 6-11 i

600S137-54 50 10-3 9-4 8-2 e 11-6 i 10-3 i 8-4 i 9-4 8-6 7-5 10-6 i 9-6 i 8-4 i

600S162-54 33 10-5 9-0 e 7-4 e 10-5 i 9-0 i 7-4 i 9-9 8-10 e 7-4 e 10-5 i 9-0 i 7-4 i

600S162-54 50 10-9 9-9 8-6 e 12-1 i 10-11 i 8-11 i 9-9 8-10 7-9 e 10-11 i 9-11 i 8-8 i

600S200-54 33 10-10 9-5 e 7-8 e 10-10 i 9-5 i 7-8 i 10-2 9-3 e 7-8 e 10-10 i 9-5 i 7-8 i

600S200-54 50 11-2 10-2 8-10 e 12-7 i 10-11 i 8-11 i 10-2 9-3 8-1 e 11-5 i 10-4 i 8-11 i

600S250-54 33 11-6 9-11 e 8-1 e 11-6 i 9-11 i 8-1 a 10-9 9-9 e 8-1 e 11-6 i 9-11 i 8-1 a

600S250-54 50 11-9 10-8 9-4 e 13-2 i 11-9 i 9-7 i 10-8 9-8 8-6 e 12-0 i 10-11 i 9-6 i

600S300-54 33 12-2 e 10-6 e 8-7 e 12-2 i 10-6 i 8-7 a 11-3 10-3 e 8-7 e 12-2 i 10-6 i 8-7 a

600S300-54 50 12-3 11-1 9-8 e 13-9 i 12-5 i 10-1 a 11-1 10-1 8-10 e 12-6 i 11-4 i 9-11 i

600S137-68 33 10-10 9-5 7-8 10-10 9-5 i 7-8 i 10-0 9-1 7-8 10-10 9-5 i 7-8 i

600S137-68 50 11-0 10-0 8-9 12-5 11-3 9-5 i 10-0 9-1 7-11 11-3 10-3 8-11 i

600S162-68 33 11-6 10-0 8-2 11-7 10-0 i 8-2 i 10-6 9-6 8-2 11-7 10-0 i 8-2 i

600S162-68 50 11-6 10-6 9-2 12-11 11-9 10-1 i 10-6 9-6 8-4 11-9 10-8 9-4 i

600S200-68 33 12-0 10-8 8-8 12-4 i 10-8 i 8-8 i 10-11 9-11 8-8 12-3 i 10-8 i 8-8 i

600S200-68 50 12-0 10-11 9-6 13-6 12-3 i 10-5 i 10-11 9-11 8-8 12-3 11-2 9-9 i

600S250-68 33 12-8 11-5 9-4 13-2 i 11-5 i 9-4 i 11-7 10-6 9-2 13-0 i 11-5 i 9-4 i

600S250-68 50 12-8 11-7 10-1 14-3 13-0 i 10-9 i 11-7 10-6 9-2 13-0 11-9 10-3 i

600S300-68 33 13-4 11-10 9-8 e 13-8 i 11-10 i 9-8 i 12-1 11-0 9-7 e 13-7 i 11-10 i 9-8 i

600S300-68 50 13-3 12-1 10-6 14-11 13-7 i 11-6 i 12-1 10-11 9-7 13-7 12-4 i 10-9 i

600S162-97 33 12-10 11-8 9-7 13-7 11-10 9-7 11-8 10-7 9-3 13-1 11-10 9-7

600S162-97 50 12-10 11-8 10-2 14-5 13-1 11-5 11-8 10-7 9-3 13-1 11-11 10-5

600S200-97 33 13-5 12-2 10-3 14-6 12-7 10-3 12-2 11-1 9-8 13-8 12-5 10-3

600S200-97 50 13-5 12-2 10-8 15-1 13-8 11-11 12-2 11-1 9-8 13-8 12-5 10-10

600S250-97 33 14-2 12-11 11-2 15-10 13-8 11-2 12-11 11-8 10-3 14-6 13-2 11-2

600S250-97 50 14-2 12-11 11-3 15-11 14-6 12-8 12-11 11-8 10-3 14-6 13-2 11-6

600S300-97 33 14-11 13-6 11-10 16-9 14-8 11-11 13-6 12-3 10-9 15-2 13-10 11-11

600S300-97 50 14-11 13-6 11-10 16-9 15-2 13-3 13-6 12-3 10-9 15-2 13-10 12-1

Live Load Deflection L/360 Live Load Deflection L/480

Single Span Two Equal Spans Single Span Two Equal Spans





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



800S137-33 33 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a

800S162-33 33 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a

800S200-33 33 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a

800S137-43 33 10-10 e 9-4 e 7-8 e 10-10 a 9-4 a 7-0 a 10-10 e 9-4 e 7-8 e 10-10 a 9-4 a 7-0 a

800S162-43 33 11-5 e 9-11 e 8-1 e 11-5 a 9-11 a 7-0 a 11-5 e 9-11 e 8-1 e 11-5 a 9-11 a 7-0 a

800S200-43 33 11-4 e 9-10 e 8-0 e 11-4 a 9-10 a 7-0 a 11-4 e 9-10 e 8-0 e 11-4 a 9-10 a 7-0 a

800S250-43 33 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 7-0 a 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 7-0 a

800S300-43 33 12-10 e 11-1 e 8-9 e 12-10 a 10-6 a 7-0 a 12-10 e 11-1 e 8-9 e 12-10 a 10-6 a 7-0 a

800S137-54 33 12-0 e 10-5 e 8-6 e 12-0 i 10-5 i 8-6 a 11-10 e 10-5 e 8-6 e 12-0 i 10-5 i 8-6 a

800S137-54 50 13-0 11-10 e 10-4 e 14-7 i 12-8 i 10-4 a 11-10 10-9 e 9-5 e 13-3 i 12-1 i 10-4 a

800S162-54 33 12-9 e 11-1 e 9-0 e 12-9 i 11-1 a 9-0 a 12-3 e 11-1 e 9-0 e 12-9 i 11-1 a 9-0 a

800S162-54 50 13-6 12-3 e 10-9 e 15-2 i 13-5 i 11-0 a 12-3 11-2 e 9-9 e 13-10 i 12-6 i 10-11 a

800S200-54 33 13-3 e 11-6 e 9-4 e 13-3 i 11-6 a 9-4 a 12-9 e 11-6 e 9-4 e 13-3 i 11-6 a 9-4 a

800S200-54 50 14-1 e 12-9 e 10-9 e 15-3 i 13-3 i 10-9 a 12-9 11-7 e 10-1 e 14-4 i 13-0 i 10-9 a

800S250-54 33 13-11 e 12-1 e 9-10 e 13-11 i 12-1 a 9-10 a 13-5 e 12-1 e 9-10 e 13-11 i 12-1 a 9-10 a

800S250-54 50 14-9 e 13-4 e 11-6 e 16-3 i 14-1 a 11-6 a 13-4 12-2 e 10-7 e 15-0 i 13-8 i 11-6 a

800S300-54 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a 14-0 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a

800S300-54 50 15-3 e 13-11 e 12-0 e 17-0 i 14-8 a 12-0 a 13-11 e 12-7 e 11-0 e 15-7 i 14-2 a 12-0 a

800S137-68 33 13-5 11-7 9-6 e 13-5 i 11-7 i 9-6 i 12-9 11-7 9-6 e 13-5 i 11-7 i 9-6 i

800S137-68 50 14-0 12-9 11-1 15-9 i 14-3 i 11-8 i 12-9 11-7 10-1 14-3 13-0 i 11-4 i

800S162-68 33 14-3 12-4 10-1 e 14-3 i 12-4 i 10-1 i 13-3 12-0 10-1 e 14-3 i 12-4 i 10-1 i

800S162-68 50 14-7 13-3 11-7 e 16-4 i 14-10 i 12-5 i 13-3 12-0 10-6 14-10 13-6 i 11-9 i

800S200-68 33 15-0 13-0 10-7 e 15-0 i 13-0 i 10-7 i 13-9 12-6 10-7 e 15-0 i 13-0 i 10-7 i

800S200-68 50 15-1 13-9 12-0 e 17-0 i 15-5 i 12-9 i 13-9 12-6 10-11 15-5 14-0 i 12-3 i

800S250-68 33 15-11 13-10 e 11-4 e 16-0 i 13-10 i 11-4 i 14-5 13-2 11-4 e 16-0 i 13-10 i 11-4 i

800S250-68 50 15-11 14-5 12-7 e 17-10 i 16-1 i 13-2 i 14-5 13-2 11-6 e 16-3 i 14-9 i 12-10 i

800S300-68 33 16-7 14-4 e 11-8 e 16-7 i 14-4 i 11-8 i 15-1 13-9 e 11-8 e 16-7 i 14-4 i 11-8 i

800S300-68 50 16-7 15-1 13-2 e 18-7 i 16-11 i 13-11 i 15-1 13-8 11-11 e 16-11 i 15-4 i 13-5 i

800S162-97 33 16-3 14-6 11-10 16-9 14-6 11-10 i 14-9 13-5 11-8 16-7 14-6 11-10 i

800S162-97 50 16-3 14-9 12-11 18-3 16-7 14-6 14-9 13-5 11-8 16-7 15-1 13-2

800S200-97 33 16-10 15-4 12-7 17-9 15-5 12-7 i 15-4 13-11 12-2 17-3 15-5 12-7 i

800S200-97 50 16-10 15-4 13-5 18-11 17-3 15-0 15-4 13-11 12-2 17-3 15-8 13-8

800S250-97 33 17-9 16-2 13-7 19-3 16-8 13-7 i 16-2 14-8 12-10 18-2 16-6 13-7 i

800S250-97 50 17-9 16-2 14-1 20-0 18-2 15-10 i 16-2 14-8 12-10 18-2 16-6 14-5

800S300-97 33 18-7 16-11 14-5 20-5 17-8 i 14-5 i 16-11 15-4 13-5 19-0 17-3 14-5 i

800S300-97 50 18-7 16-11 14-9 20-11 19-0 16-7 i 16-11 15-4 13-5 19-0 17-3 15-1





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



925S137-33 33 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a

925S162-33 33 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a

925S200-33 33 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a

925S137-43 33 11-6 e 10-0 e 7-7 e 11-6 a 9-1 a 6-0 a 11-6 e 10-0 e 7-7 e 11-6 a 9-1 a 6-0 a

925S162-43 33 12-3 e 10-7 e 7-7 e 12-1 a 9-1 a 6-0 a 12-3 e 10-7 e 7-7 e 12-1 a 9-1 a 6-0 a

925S200-43 33 12-1 e 10-5 e 7-7 e 12-1 a 9-1 a 6-0 a 12-1 e 10-5 e 7-7 e 12-1 a 9-1 a 6-0 a

925S250-43 33 13-0 e 11-3 e 7-7 e 12-1 a 9-1 a 6-0 a 13-0 e 11-3 e 7-7 e 12-1 a 9-1 a 6-0 a

925S300-43 33 13-9 e 11-4 e 7-7 e 12-1 a 9-1 a 6-0 a 13-9 e 11-4 e 7-7 e 12-1 a 9-1 a 6-0 a

925S137-54 33 13-5 e 11-8 e 9-6 e 13-5 i 11-8 a 9-6 a 13-4 e 11-8 e 9-6 e 13-5 i 11-8 a 9-6 a

925S137-54 50 14-8 e 13-4 e 11-1 e 15-8 i 13-7 a 11-1 a 13-4 e 12-2 e 10-7 e 15-0 i 13-7 a 11-1 a

925S162-54 33 14-2 e 12-3 e 10-0 e 14-2 a 12-3 a 10-0 a 13-10 e 12-3 e 10-0 e 14-2 a 12-3 a 10-0 a

925S162-54 50 15-3 e 13-10 e 11-9 e 16-7 i 14-5 a 11-9 a 13-10 e 12-7 e 11-0 e 15-7 i 14-2 a 11-9 a

925S200-54 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a 14-4 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a

925S200-54 50 15-9 e 14-1 e 11-6 e 16-4 i 14-1 a 11-6 a 14-4 e 13-0 e 11-4 e 16-1 i 14-1 a 11-6 a

925S250-54 33 15-5 e 13-4 e 10-11 e 15-5 a 13-4 a 10-11 a 15-1 e 13-4 e 10-11 e 15-5 a 13-4 a 10-11 a

925S250-54 50 16-7 e 15-0 e 12-3 e 17-4 a 15-0 a 12-0 a 15-0 e 13-8 e 11-11 e 16-11 i 15-0 a 12-0 a

925S300-54 33 16-3 e 14-1 e 11-6 e 16-3 a 14-1 a 11-6 a 15-9 e 14-1 e 11-6 e 16-3 a 14-1 a 11-6 a

925S300-54 50 17-2 e 15-7 e 12-10 e 18-3 a 15-9 a 12-0 a 15-7 e 14-2 e 12-4 e 17-6 a 15-9 a 12-0 a

925S137-68 33 15-0 13-0 e 10-7 e 15-0 i 13-0 i 10-7 i 14-4 13-0 e 10-7 e 15-0 i 13-0 i 10-7 i

925S137-68 50 15-10 14-4 12-7 e 17-9 i 16-0 i 13-0 i 14-4 13-1 11-5 e 16-2 i 14-8 i 12-10 i

925S162-68 33 15-10 13-9 e 11-2 e 15-10 i 13-9 i 11-2 i 14-11 13-6 e 11-2 e 15-10 i 13-9 i 11-2 i

925S162-68 50 16-5 14-11 13-0 e 18-5 i 16-9 i 13-9 i 14-11 13-6 11-10 e 16-9 i 15-2 i 13-3 i

925S200-68 33 16-8 14-5 e 11-9 e 16-8 i 14-5 i 11-9 a 15-5 14-0 e 11-9 e 16-8 i 14-5 i 11-9 a

925S200-68 50 17-0 15-5 13-6 e 19-1 i 17-4 i 14-2 i 15-5 14-0 12-3 e 17-4 i 15-9 i 13-9 i

925S250-68 33 17-8 e 15-4 e 12-6 e 17-8 i 15-4 i 12-6 a 16-3 14-9 e 12-6 e 17-8 i 15-4 i 12-6 a

925S250-68 50 17-10 16-3 14-2 e 20-1 i 17-10 i 14-7 a 16-3 14-9 12-10 e 18-3 i 16-6 i 14-5 i

925S300-68 33 18-3 e 15-10 e 12-11 e 18-3 i 15-10 i 12-11 a 16-11 15-4 e 12-11 e 18-3 i 15-10 i 12-11 a

925S300-68 50 18-7 16-10 e 14-9 e 20-10 i 18-11 i 15-5 a 16-10 15-4 13-4 e 18-11 i 17-2 i 15-0 a

925S162-97 33 18-4 16-2 13-2 18-8 16-2 13-2 i 16-8 15-1 13-2 18-8 16-2 13-2 i

925S162-97 50 18-4 16-8 14-6 20-7 18-8 16-3 i 16-8 15-1 13-2 18-8 17-0 14-10

925S200-97 33 19-0 17-1 13-11 19-9 17-1 13-11 i 17-3 15-8 13-8 19-4 17-1 13-11 i

925S200-97 50 19-0 17-3 15-1 21-4 19-4 16-11 i 17-3 15-8 13-8 19-4 17-7 15-4 i

925S250-97 33 20-0 18-2 15-0 21-3 18-5 i 15-0 i 18-2 16-6 14-5 20-4 18-5 i 15-0 i

925S250-97 50 20-0 18-2 15-10 22-5 20-4 17-9 i 18-2 16-6 14-5 20-4 18-6 16-2 i

925S300-97 33 20-10 18-11 15-11 22-7 19-6 i 15-11 i 18-11 17-2 15-0 21-3 19-4 i 15-11 i

925S300-97 50 20-10 18-11 16-6 23-5 21-3 18-7 i 18-11 17-2 15-0 21-3 19-4 16-10 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1000S137-33 33 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a

1000S162-33 33 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a

1000S200-33 33 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a

1000S137-43 33 11-11 e 10-4 e 7-0 e 11-2 a 8-4 a 5-7 a 11-11 e 10-4 e 7-0 e 11-2 a 8-4 a 5-7 a

1000S162-43 33 12-8 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 12-8 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a

1000S200-43 33 12-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 12-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a

1000S250-43 33 13-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 13-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a

1000S300-43 33 14-0 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 14-0 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a

1000S137-54 33 14-3 e 12-4 e 10-1 e 14-3 a 12-4 a 10-1 a 14-3 e 12-4 e 10-1 e 14-3 a 12-4 a 10-1 a

1000S137-54 50 15-8 e 14-1 e 11-6 e 16-3 i 14-1 a 11-1 a 14-3 e 12-11 e 11-4 e 16-0 i 14-1 a 11-1 a

1000S162-54 33 15-0 e 13-0 e 10-7 e 15-0 a 13-0 a 10-7 a 14-9 e 13-0 e 10-7 e 15-0 a 13-0 a 10-7 a

1000S162-54 50 16-3 e 14-9 e 12-2 e 17-2 a 14-11 a 11-1 a 14-9 e 13-5 e 11-9 e 16-7 i 14-11 a 11-1 a

1000S200-54 33 15-7 e 13-6 e 11-0 e 15-7 a 13-6 a 11-0 a 15-3 e 13-6 e 11-0 e 15-7 a 13-6 a 11-0 a

1000S200-54 50 16-10 e 14-8 e 11-11 e 16-11 a 14-8 a 11-1 a 15-3 e 13-11 e 11-11 e 16-11 a 14-8 a 11-1 a

1000S250-54 33 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-1 a 16-0 e 13-11 e 11-4 e 16-1 a 13-11 a 11-1 a

1000S250-54 50 17-8 e 15-7 e 12-9 e 18-0 a 15-7 a 11-1 a 16-0 e 14-7 e 12-8 e 18-0 a 15-7 a 11-1 a

1000S300-54 33 16-11 e 14-8 e 11-11 e 16-11 a 14-8 a 11-1 a 16-8 e 14-8 e 11-11 e 16-11 a 14-8 a 11-1 a

1000S300-54 50 18-3 e 16-4 e 13-4 e 18-11 a 16-4 a 11-1 a 16-7 e 15-1 e 13-2 e 18-8 a 16-4 a 11-1 a

1000S137-68 33 15-11 13-9 e 11-3 e 15-11 i 13-9 i 11-3 a 15-4 13-9 e 11-3 e 15-11 i 13-9 i 11-3 a

1000S137-68 50 16-11 15-4 13-5 e 19-0 i 17-0 i 13-10 i 15-4 13-11 12-2 e 17-3 i 15-8 i 13-8 i

1000S162-68 33 16-9 14-6 e 11-10 e 16-9 i 14-6 i 11-10 a 15-11 14-5 e 11-10 e 16-9 i 14-6 i 11-10 a

1000S162-68 50 17-6 15-11 e 13-11 e 19-8 i 17-10 i 14-7 a 15-11 14-5 12-7 e 17-10 i 16-3 i 14-2 a

1000S200-68 33 17-8 e 15-3 e 12-6 e 17-8 i 15-3 i 12-6 a 16-5 14-11 e 12-6 e 17-8 i 15-3 i 12-6 a

1000S200-68 50 18-1 16-5 e 14-4 e 20-4 i 18-5 i 15-0 a 16-5 14-11 13-1 e 18-6 i 16-9 i 14-8 a

1000S250-68 33 18-8 e 16-2 e 13-2 e 18-8 i 16-2 i 13-2 a 17-3 e 15-8 e 13-2 e 18-8 i 16-2 i 13-2 a

1000S250-68 50 19-0 17-3 e 15-1 e 21-4 i 18-7 i 15-2 a 17-3 15-8 13-8 e 19-5 i 17-7 i 15-2 a

1000S300-68 33 19-4 e 16-9 e 13-8 e 19-4 i 16-9 i 13-8 a 18-0 e 16-4 e 13-8 e 19-4 i 16-9 i 13-8 a

1000S300-68 50 19-9 17-11 e 15-8 e 22-2 i 19-7 i 16-0 a 17-11 16-3 e 14-3 e 20-2 i 18-4 i 16-0 a

1000S162-97 33 19-7 17-2 14-0 19-10 17-2 i 14-0 i 17-9 16-2 14-0 19-10 17-2 i 14-0 i

1000S162-97 50 19-7 17-9 15-6 22-0 19-11 17-3 i 17-9 16-2 14-1 19-11 18-1 15-10 i

1000S200-97 33 20-3 18-1 14-9 20-10 18-1 i 14-9 i 18-5 16-8 14-7 20-8 18-1 i 14-9 i

1000S200-97 50 20-3 18-5 16-1 22-9 20-8 18-0 i 18-5 16-8 14-7 20-8 18-9 16-5 i

1000S250-97 33 21-3 19-4 15-10 22-5 19-5 i 15-10 i 19-4 17-6 15-4 21-8 19-5 i 15-10 i

1000S250-97 50 21-3 19-4 16-10 23-10 21-8 18-11 i 19-4 17-6 15-4 21-8 19-8 17-2 i

1000S300-97 33 22-2 20-2 16-10 23-9 i 20-7 i 16-10 i 20-2 18-3 16-0 22-7 i 20-6 i 16-10 i

1000S300-97 50 22-2 20-2 17-7 24-11 22-7 19-9 i 20-2 18-3 16-0 22-7 20-6 17-11 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1125S137-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a

1125S162-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a

1125S200-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a

1125S137-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a

1125S162-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a

1125S200-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a

1125S250-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a

1125S300-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a

1125S137-54 33 15-0 e 13-0 e 10-7 e 15-0 a 13-0 a 9-10 a 15-0 e 13-0 e 10-7 e 15-0 a 13-0 a 9-10 a

1125S137-54 50 17-1 e 14-10 e 12-1 e 17-1 a 14-9 a 9-10 a 15-9 e 14-4 e 12-1 e 17-1 a 14-9 a 9-10 a

1125S162-54 33 15-10 e 13-9 e 11-2 e 15-10 a 13-9 a 9-10 a 15-10 e 13-9 e 11-2 e 15-10 a 13-9 a 9-10 a

1125S162-54 50 17-11 e 15-9 e 12-3 e 18-2 a 14-9 a 9-10 a 16-4 e 14-10 e 12-3 e 18-2 a 14-9 a 9-10 a

1125S200-54 33 16-4 e 14-2 e 11-7 e 16-4 a 14-2 a 9-10 a 16-4 e 14-2 e 11-7 e 16-4 a 14-2 a 9-10 a

1125S200-54 50 17-10 e 15-6 e 12-3 e 17-10 a 14-9 a 9-10 a 16-10 e 15-4 e 12-3 e 17-10 a 14-9 a 9-10 a

1125S250-54 33 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 9-10 a 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 9-10 a

1125S250-54 50 19-1 e 16-6 e 12-3 e 19-1 a 14-9 a 9-10 a 17-7 e 16-0 e 12-3 e 19-1 a 14-9 a 9-10 a

1125S300-54 33 17-10 e 15-6 e 12-3 e 17-10 a 14-9 a 9-10 a 17-10 e 15-6 e 12-3 e 17-10 a 14-9 a 9-10 a

1125S300-54 50 20-0 e 17-4 e 12-3 e 19-8 a 14-9 a 9-10 a 18-3 e 16-7 e 12-3 e 19-8 a 14-9 a 9-10 a

1125S137-68 33 17-5 e 15-1 e 12-4 e 17-5 i 15-1 i 12-4 a 17-0 e 15-1 e 12-4 e 17-5 i 15-1 i 12-4 a

1125S137-68 50 18-8 17-0 e 14-9 e 20-10 i 18-1 i 14-9 a 17-0 15-5 e 13-6 e 19-1 i 17-4 i 14-9 a

1125S162-68 33 18-4 e 15-11 e 13-0 e 18-4 i 15-11 i 13-0 a 17-7 e 15-11 e 13-0 e 18-4 i 15-11 i 13-0 a

1125S162-68 50 19-4 17-7 e 15-4 e 21-8 i 19-1 i 15-7 a 17-7 15-11 e 13-11 e 19-9 i 17-11 i 15-7 a

1125S200-68 33 19-3 e 16-8 e 13-7 e 19-3 i 16-8 a 13-7 a 18-2 e 16-6 e 13-7 e 19-3 i 16-8 a 13-7 a

1125S200-68 50 19-11 18-2 e 15-10 e 22-5 i 19-4 i 15-10 a 18-2 16-6 e 14-5 e 20-4 i 18-6 i 15-10 a

1125S250-68 33 20-4 e 17-7 e 14-4 e 20-4 i 17-7 a 14-4 a 19-0 e 17-3 e 14-4 e 20-4 i 17-7 a 14-4 a

1125S250-68 50 20-11 e 19-0 e 16-0 e 22-7 i 19-7 i 16-0 a 19-0 17-3 e 15-1 e 21-4 i 19-4 i 16-0 a

1125S300-68 33 21-0 e 18-2 e 14-10 e 21-0 i 18-2 a 14-10 a 19-9 e 17-11 e 14-10 e 21-0 i 18-2 a 14-10 a

1125S300-68 50 21-9 e 19-9 e 16-11 e 23-11 i 20-8 a 16-11 a 19-9 17-11 e 15-8 e 22-2 i 20-1 i 16-11 a

1125S162-97 33 21-7 18-9 15-4 21-8 18-9 i 15-4 i 19-7 17-10 15-4 21-8 18-9 i 15-4 i

1125S162-97 50 21-7 19-7 17-2 24-3 22-0 18-11 i 19-7 17-10 15-7 22-0 20-0 17-6 i

1125S200-97 33 22-4 19-9 16-1 22-9 i 19-9 i 16-1 i 20-3 18-5 16-1 22-9 i 19-9 i 16-1 i

1125S200-97 50 22-4 20-3 17-8 25-1 22-9 i 19-9 i 20-3 18-5 16-1 22-9 20-8 18-1 i

1125S250-97 33 23-4 21-2 17-3 24-5 i 21-2 i 17-3 i 21-3 19-3 16-10 23-10 i 21-2 i 17-3 i

1125S250-97 50 23-4 21-3 18-7 26-3 23-10 i 20-10 i 21-3 19-3 16-10 23-10 21-8 18-11 i

1125S300-97 33 24-4 22-1 18-3 e 25-10 i 22-4 i 18-3 i 22-1 20-1 17-6 e 24-10 i 22-4 i 18-3 i

1125S300-97 50 24-4 22-1 19-4 27-4 24-10 i 21-8 i 22-1 20-1 17-6 24-10 22-7 i 19-8 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1200S137-33 33 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a

1200S162-33 33 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a

1200S200-33 33 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a

1200S137-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a

1200S162-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a

1200S200-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a

1200S250-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a

1200S300-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a

1200S137-54 33 15-5 e 13-4 e 10-11 e 15-5 a 13-4 a 9-2 a 15-5 e 13-4 e 10-11 e 15-5 a 13-4 a 9-2 a

1200S137-54 50 17-8 e 15-3 e 11-6 e 17-8 a 13-9 a 9-2 a 16-8 e 15-2 e 11-6 e 17-8 a 13-9 a 9-2 a

1200S162-54 33 16-4 e 14-1 e 11-6 e 16-4 a 13-9 a 9-2 a 16-4 e 14-1 e 11-6 e 16-4 a 13-9 a 9-2 a

1200S162-54 50 18-8 e 16-2 e 11-6 e 18-4 a 13-9 a 9-2 a 17-3 e 15-8 e 11-6 e 18-4 a 13-9 a 9-2 a

1200S200-54 33 16-10 e 14-7 e 11-6 e 16-10 a 13-9 a 9-2 a 16-10 e 14-7 e 11-6 e 16-10 a 13-9 a 9-2 a

1200S200-54 50 18-5 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a 17-9 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a

1200S250-54 33 17-6 e 15-1 e 11-6 e 17-6 a 13-9 a 9-2 a 17-6 e 15-1 e 11-6 e 17-6 a 13-9 a 9-2 a

1200S250-54 50 19-8 e 17-0 e 11-6 e 18-4 a 13-9 a 9-2 a 18-7 e 16-10 e 11-6 e 18-4 a 13-9 a 9-2 a

1200S300-54 33 18-5 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a 18-5 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a

1200S300-54 50 20-8 e 17-3 e 11-6 e 18-4 a 13-9 a 9-2 a 19-3 e 17-3 e 11-6 e 18-4 a 13-9 a 9-2 a

1200S137-68 33 18-4 e 15-11 e 13-0 e 18-4 i 15-11 a 13-0 a 17-11 e 15-11 e 13-0 e 18-4 i 15-11 a 13-0 a

1200S137-68 50 19-9 e 17-11 e 15-1 e 21-5 i 18-6 i 15-1 a 17-11 16-4 e 14-3 e 20-2 i 18-4 i 15-1 a

1200S162-68 33 19-3 e 16-8 e 13-8 e 19-3 i 16-8 a 13-8 a 18-6 e 16-8 e 13-8 e 19-3 i 16-8 a 13-8 a

1200S162-68 50 20-5 e 18-6 e 16-0 e 22-7 i 19-7 i 16-0 a 18-6 16-10 e 14-8 e 20-10 i 18-11 i 16-0 a

1200S200-68 33 20-2 e 17-6 e 14-3 e 20-2 i 17-6 a 14-3 a 19-1 e 17-4 e 14-3 e 20-2 i 17-6 a 14-3 a

1200S200-68 50 21-1 e 19-1 e 16-3 e 23-0 i 19-11 a 16-3 a 19-1 17-4 e 15-2 e 21-6 i 19-6 i 16-3 a

1200S250-68 33 21-3 e 18-5 e 15-1 e 21-3 a 18-5 a 15-1 a 20-0 e 18-2 e 15-1 e 21-3 a 18-5 a 15-1 a

1200S250-68 50 22-0 e 20-0 e 16-5 e 23-3 i 20-2 a 16-5 a 20-0 e 18-2 e 15-10 e 22-5 i 20-2 a 16-5 a

1200S300-68 33 21-11 e 19-0 e 15-6 e 21-11 a 19-0 a 15-6 a 20-9 e 18-11 e 15-6 e 21-11 a 19-0 a 15-6 a

1200S300-68 50 22-11 e 20-9 e 17-5 e 24-7 i 21-4 a 17-5 a 20-9 e 18-11 e 16-6 e 23-4 i 21-3 a 17-5 a

1200S162-97 33 22-10 19-9 16-1 22-10 i 19-9 i 16-1 i 20-9 18-10 16-1 22-10 i 19-9 i 16-1 i

1200S162-97 50 22-10 20-9 18-1 25-8 23-3 i 19-10 i 20-9 18-10 16-5 23-3 21-2 18-6 i

1200S200-97 33 23-7 20-8 16-11 23-11 i 20-8 i 16-11 i 21-5 19-5 16-11 23-11 i 20-8 i 16-11 i

1200S200-97 50 23-7 21-5 18-8 26-5 24-0 i 20-9 i 21-5 19-5 17-0 24-0 21-10 19-1 i

1200S250-97 33 24-8 22-2 18-1 e 25-7 i 22-2 i 18-1 i 22-5 20-4 17-9 e 25-2 i 22-2 i 18-1 i

1200S250-97 50 24-8 22-5 19-7 27-8 25-2 i 21-10 i 22-5 20-4 17-9 25-2 22-10 i 19-11 i

1200S300-97 33 25-8 23-3 19-1 e 27-0 i 23-5 i 19-1 i 23-3 21-2 18-6 e 26-2 i 23-5 i 19-1 i

1200S300-97 50 25-8 23-3 20-4 28-9 26-2 i 22-9 i 23-3 21-2 18-6 26-2 23-9 i 20-9 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a

1400S162-33 33 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a

1400S200-33 33 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a

1400S137-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a

1400S162-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a

1400S200-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a

1400S250-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a

1400S300-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a

1400S137-54 33 16-6 e 14-3 e 9-9 e 15-8 a 11-9 a 7-10 a 16-6 e 14-3 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S137-54 50 19-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 18-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S162-54 33 17-6 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 17-6 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S162-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-2 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S200-54 33 18-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 18-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S200-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S250-54 33 18-9 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 18-9 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S250-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S300-54 33 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S300-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

1400S137-68 33 19-11 e 17-3 e 14-1 e 19-11 a 17-3 a 14-1 a 19-11 e 17-3 e 14-1 e 19-11 a 17-3 a 14-1 a

1400S137-68 50 22-7 e 19-10 e 16-2 e 22-10 i 19-10 a 15-8 a 20-6 e 18-8 e 16-2 e 22-10 i 19-10 a 15-8 a

1400S162-68 33 20-11 e 18-2 e 14-10 e 20-11 a 18-2 a 14-10 a 20-11 e 18-2 e 14-10 e 20-11 a 18-2 a 14-10 a

1400S162-68 50 23-3 e 20-11 e 17-1 e 24-2 i 20-11 a 15-8 a 21-2 e 19-3 e 16-9 e 23-9 i 20-11 a 15-8 a

1400S200-68 33 21-11 e 18-11 e 15-6 e 21-11 a 18-11 a 15-6 a 21-9 e 18-11 e 15-6 e 21-11 a 18-11 a 15-6 a

1400S200-68 50 23-11 e 21-4 e 17-5 e 24-8 a 21-4 a 15-8 a 21-9 e 19-9 e 17-3 e 24-5 a 21-4 a 15-8 a

1400S250-68 33 23-0 e 19-11 e 16-3 e 23-0 a 19-11 a 15-8 a 22-8 e 19-11 e 16-3 e 23-0 a 19-11 a 15-8 a

1400S250-68 50 25-0 e 21-8 e 17-8 e 25-0 a 21-8 a 15-8 a 22-8 e 20-7 e 17-8 e 25-0 a 21-8 a 15-8 a

1400S300-68 33 23-5 e 20-4 e 16-7 e 23-5 a 20-4 a 15-8 a 23-5 e 20-4 e 16-7 e 23-5 a 20-4 a 15-8 a

1400S300-68 50 25-11 e 22-11 e 18-9 e 26-6 a 22-11 a 15-8 a 23-6 e 21-5 e 18-8 e 26-5 a 22-11 a 15-8 a

1400S162-97 33 25-9 22-3 18-2 e 25-9 i 22-3 i 18-2 i 23-8 21-6 18-2 e 25-9 i 22-3 i 18-2 i

1400S162-97 50 26-1 23-8 20-8 e 29-3 i 26-7 i 22-5 i 23-8 21-6 18-9 26-7 24-2 i 21-1 i

1400S200-97 33 26-10 23-3 19-0 e 26-11 i 23-3 i 19-0 i 24-4 22-1 19-0 e 26-11 i 23-3 i 19-0 i

1400S200-97 50 26-10 24-4 21-3 e 30-1 i 27-4 i 23-4 i 24-4 22-1 19-4 27-4 24-10 i 21-8 i

1400S250-97 33 28-0 24-10 e 20-3 e 28-8 i 24-10 i 20-3 i 25-5 23-1 20-2 e 28-6 i 24-10 i 20-3 i

1400S250-97 50 28-0 25-5 22-2 e 31-5 i 28-6 i 24-6 i 25-5 23-1 20-2 28-6 i 25-11 i 22-8 i

1400S300-97 33 29-0 26-1 e 21-4 e 30-2 i 26-1 i 21-4 i 26-4 23-11 20-11 e 29-7 i 26-1 i 21-4 i

1400S300-97 50 29-0 26-4 23-0 e 32-7 i 29-7 i 25-5 i 26-4 23-11 20-11 e 29-7 i 26-11 i 23-6 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24

600S137-33 33 14-11 e 12-11 e 10-6 e 14-11 i 12-11 i 10-6 a 13-8 12-5 e 10-6 e 14-11 i 12-11 i 10-6 a

600S162-33 33 15-8 e 13-8 e 11-2 e 15-9 i 13-8 i 11-2 a 14-3 12-11 e 11-2 e 15-9 i 13-8 i 11-2 a

600S200-33 33 16-0 e 13-10 e 11-4 e 16-0 i 13-10 i 11-4 a 14-10 e 13-6 e 11-4 e 16-0 i 13-10 i 11-4 a

600S137-43 33 16-5 14-10 12-2 17-2 14-10 i 12-2 i 14-11 13-6 11-10 16-8 14-10 i 12-2 i

600S162-43 33 17-1 15-6 12-11 18-4 15-10 i 12-11 i 15-6 14-1 12-4 17-5 15-10 i 12-11 i

600S200-43 33 17-10 15-11 13-0 18-5 15-11 i 13-0 i 16-2 14-8 12-10 18-2 15-11 i 13-0 i

600S250-43 33 18-10 17-1 14-1 e 19-11 i 17-3 i 14-1 i 17-1 15-6 13-7 19-2 17-3 i 14-1 i

600S300-43 33 19-7 17-10 14-11 e 21-1 i 18-3 i 14-11 i 17-10 16-2 14-1 e 20-0 i 18-2 i 14-11 i

600S137-54 33 17-7 16-0 13-6 19-2 16-7 13-6 16-0 14-6 12-8 17-11 16-4 13-6

600S137-54 50 17-7 16-0 13-11 19-9 17-11 15-8 16-0 14-6 12-8 17-11 16-4 14-3

600S162-54 33 18-4 16-8 14-5 20-5 17-8 14-5 16-8 15-2 13-3 18-9 17-0 14-5

600S162-54 50 18-4 16-8 14-7 20-7 18-9 16-4 16-8 15-2 13-3 18-9 17-0 14-10

600S200-54 33 19-2 17-5 15-1 21-4 18-6 15-1 i 17-5 15-9 13-9 19-6 17-9 15-1 i

600S200-54 50 19-2 17-5 15-2 21-6 19-6 17-1 17-5 15-9 13-9 19-6 17-9 15-6

600S250-54 33 20-3 18-5 15-11 22-6 19-6 15-11 i 18-5 16-8 14-7 20-8 18-9 15-11 i

600S250-54 50 20-1 18-3 16-0 22-7 20-6 17-11 18-3 16-7 14-6 20-6 18-8 16-3

600S300-54 33 21-2 19-3 16-10 23-10 20-8 16-10 i 19-3 17-6 15-3 21-8 19-8 16-10 i

600S300-54 50 20-11 19-0 16-7 23-6 21-4 18-8 19-0 17-3 15-1 21-4 19-5 16-11

600S137-68 33 18-11 17-2 15-0 21-3 18-5 15-1 17-2 15-7 13-7 19-3 17-6 15-1

600S137-68 50 18-11 17-2 15-0 21-3 19-3 16-10 17-2 15-7 13-7 19-3 17-6 15-4

600S162-68 33 19-9 17-11 15-8 22-2 19-8 16-1 17-11 16-3 14-3 20-2 18-3 16-0

600S162-68 50 19-9 17-11 15-8 22-2 20-2 17-7 17-11 16-3 14-3 20-2 18-3 16-0

600S200-68 33 20-7 18-8 16-4 23-1 20-11 17-1 18-8 17-0 14-10 21-0 19-1 16-8

600S200-68 50 20-7 18-8 16-4 23-1 21-0 18-4 18-8 17-0 14-10 21-0 19-1 16-8

600S250-68 33 21-9 19-9 17-3 24-5 22-2 18-3 19-9 17-11 15-8 22-2 20-2 17-7

600S250-68 50 21-9 19-9 17-3 24-5 22-2 19-5 19-9 17-11 15-8 22-2 20-2 17-7

600S300-68 33 22-10 20-9 18-1 25-7 23-2 18-11 20-9 18-10 16-5 23-3 21-2 18-6

600S300-68 50 22-9 20-8 18-0 25-6 23-2 20-3 20-8 18-9 16-5 23-2 21-1 18-5

600S162-97 33 22-0 20-0 17-5 24-8 22-5 18-11 20-0 18-2 15-10 22-5 20-4 17-10

600S162-97 50 22-0 20-0 17-5 24-8 22-5 19-7 20-0 18-2 15-10 22-5 20-4 17-10

600S200-97 33 22-11 20-10 18-2 25-9 23-5 20-1 20-10 18-11 16-6 23-5 21-3 18-7

600S200-97 50 22-11 20-10 18-2 25-9 23-5 20-5 20-10 18-11 16-6 23-5 21-3 18-7

600S250-97 33 24-3 22-1 19-3 27-3 24-9 21-8 22-1 20-0 17-6 24-9 22-6 19-8

600S250-97 50 24-3 22-1 19-3 27-3 24-9 21-8 22-1 20-0 17-6 24-9 22-6 19-8

600S300-97 33 25-6 23-2 20-3 28-7 26-0 22-8 23-2 21-0 18-4 26-0 23-7 20-7

600S300-97 50 25-6 23-2 20-3 28-7 26-0 22-8 23-2 21-0 18-4 26-0 23-7 20-7







Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



800S137-33 33 17-0 e 14-9 e 12-0 e 17-0 a 14-9 a 12-0 a 17-0 e 14-9 e 12-0 e 17-0 a 14-9 a 12-0 a

800S162-33 33 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 12-2 a 18-0 e 15-8 e 12-9 e 18-1 a 15-8 a 12-2 a

800S200-33 33 18-4 e 15-10 e 12-11 e 18-4 a 15-10 a 12-2 a 18-4 e 15-10 e 12-11 e 18-4 a 15-10 a 12-2 a

800S137-43 33 20-9 18-4 15-0 e 21-2 i 18-4 i 15-0 i 18-10 17-1 14-11 e 21-2 i 18-4 i 15-0 i

800S162-43 33 21-7 19-5 e 15-10 e 22-5 i 19-5 i 15-10 i 19-7 17-9 15-6 e 22-0 i 19-5 i 15-10 i

800S200-43 33 22-2 19-3 e 15-8 e 22-2 i 19-3 i 15-8 i 20-4 18-5 15-8 e 22-2 i 19-3 i 15-8 i

800S250-43 33 23-6 20-8 e 16-10 e 23-11 i 20-8 i 16-10 a 21-4 19-5 e 16-10 e 23-11 i 20-8 i 16-10 a

800S300-43 33 24-6 21-10 e 17-10 e 25-2 i 21-10 i 17-10 a 22-3 20-2 e 17-8 e 25-0 i 21-10 i 17-10 a

800S137-54 33 22-3 20-3 16-8 23-7 20-5 16-8 i 20-3 18-5 16-1 22-9 20-5 16-8 i

800S137-54 50 22-3 20-3 17-8 25-0 22-9 19-10 i 20-3 18-5 16-1 22-9 20-8 18-0

800S162-54 33 23-2 21-1 17-8 25-0 21-8 i 17-8 i 21-1 19-1 16-8 23-8 21-6 i 17-8 i

800S162-54 50 23-2 21-1 18-5 26-0 23-8 20-8 i 21-1 19-1 16-8 23-8 21-6 18-9 i

800S200-54 33 24-0 21-10 18-5 26-0 22-6 i 18-5 i 21-10 19-10 17-4 24-6 22-3 i 18-5 i

800S200-54 50 24-0 21-10 19-1 27-0 24-6 21-2 i 21-10 19-10 17-4 24-6 22-3 19-5 i

800S250-54 33 25-4 23-0 19-4 27-4 23-8 i 19-4 i 23-0 20-11 18-3 25-10 23-5 i 19-4 i

800S250-54 50 25-2 22-11 20-0 28-4 25-8 22-5 i 22-11 20-10 18-2 25-8 23-4 20-5 i

800S300-54 33 26-5 24-0 20-5 28-11 i 25-0 i 20-5 i 24-0 21-10 19-1 27-0 24-6 i 20-5 i

800S300-54 50 26-2 23-9 20-9 29-4 26-8 23-4 i 23-9 21-7 18-10 26-8 24-3 21-2 i

800S137-68 33 24-0 21-9 18-7 26-4 22-9 18-7 21-9 19-9 17-3 24-5 22-2 18-7

800S137-68 50 24-0 21-9 19-0 26-11 24-5 21-4 21-9 19-9 17-3 24-5 22-2 19-5

800S162-68 33 24-11 22-8 19-9 27-11 24-2 19-9 22-8 20-7 17-11 25-5 23-1 19-9

800S162-68 50 24-11 22-8 19-9 28-0 25-5 22-2 22-8 20-7 17-11 25-5 23-1 20-2

800S200-68 33 25-10 23-6 20-6 29-1 25-6 20-10 23-6 21-4 18-8 26-5 24-0 20-10

800S200-68 50 25-10 23-6 20-6 29-1 26-5 23-1 23-6 21-4 18-8 26-5 24-0 20-11

800S250-68 33 27-3 24-9 21-7 30-7 27-2 22-2 i 24-9 22-6 19-8 27-9 25-3 22-1

800S250-68 50 27-3 24-9 21-7 30-7 27-9 24-3 24-9 22-6 19-8 27-9 25-3 22-1

800S300-68 33 28-6 25-10 22-7 32-0 28-1 22-11 i 25-10 23-6 20-6 29-0 26-5 22-11 i

800S300-68 50 28-4 25-9 22-6 31-10 28-11 25-3 25-9 23-5 20-5 28-11 26-3 22-11

800S162-97 33 27-10 25-3 22-1 31-3 28-4 23-3 25-3 22-11 20-0 28-4 25-9 22-6

800S162-97 50 27-10 25-3 22-1 31-3 28-4 24-9 25-3 22-11 20-0 28-4 25-9 22-6

800S200-97 33 28-11 26-3 22-11 32-5 29-6 24-7 26-3 23-10 20-10 29-6 26-9 23-4

800S200-97 50 28-11 26-3 22-11 32-5 29-6 25-9 26-3 23-10 20-10 29-6 26-9 23-4

800S250-97 33 30-5 27-8 24-2 34-2 31-1 26-7 27-8 25-1 21-11 31-1 28-2 24-8

800S250-97 50 30-5 27-8 24-2 34-2 31-1 27-1 27-8 25-1 21-11 31-1 28-2 24-8

800S300-97 33 31-10 28-11 25-3 35-9 32-6 28-4 28-11 26-3 22-11 32-6 29-6 25-9

800S300-97 50 31-10 28-11 25-3 35-9 32-6 28-4 28-11 26-3 22-11 32-6 29-6 25-9





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



925S137-33 33 18-3 e 15-9 e 12-11 e 18-3 a 15-8 a 10-5 a 18-3 e 15-9 e 12-11 e 18-3 a 15-8 a 10-5 a

925S162-33 33 19-5 e 16-9 e 13-1 e 19-5 a 15-8 a 10-5 a 19-5 e 16-9 e 13-1 e 19-5 a 15-8 a 10-5 a

925S200-33 33 19-8 e 17-0 e 13-1 e 19-8 a 15-8 a 10-5 a 19-8 e 17-0 e 13-1 e 19-8 a 15-8 a 10-5 a

925S137-43 33 22-8 19-7 e 16-0 e 22-8 i 19-7 i 16-0 a 21-3 19-4 e 16-0 e 22-8 i 19-7 i 16-0 a

925S162-43 33 24-0 e 20-10 e 17-0 e 24-0 i 20-10 i 17-0 a 22-1 20-0 e 17-0 e 24-0 i 20-10 i 17-0 a

925S200-43 33 23-8 e 20-6 e 16-9 e 23-8 i 20-6 i 16-9 a 22-10 20-6 e 16-9 e 23-8 i 20-6 i 16-9 a

925S250-43 33 25-7 e 22-1 e 18-1 e 25-7 i 22-1 i 18-1 a 24-0 e 21-9 e 18-1 e 25-7 i 22-1 i 18-1 a

925S300-43 33 27-0 e 23-5 e 19-1 e 27-0 i 23-5 a 19-1 a 24-11 e 22-8 e 19-1 e 27-0 i 23-5 a 19-1 a

925S137-54 33 25-2 22-10 18-7 26-4 22-10 i 18-7 i 22-10 20-9 18-2 25-8 22-10 i 18-7 i

925S137-54 50 25-2 22-10 20-0 28-3 25-8 21-9 i 22-10 20-9 18-2 25-8 23-4 20-4 i

925S162-54 33 26-1 23-9 19-8 27-10 i 24-1 i 19-8 i 23-9 21-7 18-10 26-8 24-1 i 19-8 i

925S162-54 50 26-1 23-9 20-9 29-4 26-8 23-0 i 23-9 21-7 18-10 26-8 24-2 21-2 i

925S200-54 33 27-0 24-7 20-5 e 28-10 i 25-0 i 20-5 i 24-7 22-4 19-6 27-7 i 25-0 i 20-5 i

925S200-54 50 27-0 24-7 21-5 30-4 27-7 i 22-7 i 24-7 22-4 19-6 27-7 25-1 21-10 i

925S250-54 33 28-5 25-9 21-5 e 30-3 i 26-2 i 21-5 i 25-9 23-5 20-5 e 28-11 i 26-2 i 21-5 i

925S250-54 50 28-4 25-9 22-6 31-10 28-11 i 24-1 i 25-9 23-4 20-5 28-11 26-3 22-11 i

925S300-54 33 29-7 26-11 22-7 e 31-11 i 27-8 i 22-7 i 26-11 24-5 21-4 e 30-2 i 27-5 i 22-7 i

925S300-54 50 29-4 26-8 23-4 33-0 30-0 i 25-3 i 26-8 24-3 21-2 30-0 27-3 i 23-9 i

925S137-68 33 27-1 24-7 20-9 29-5 25-5 20-9 24-7 22-4 19-6 27-7 25-1 20-9

925S137-68 50 27-1 24-7 21-6 30-5 27-7 24-1 24-7 22-4 19-6 27-7 25-1 21-11

925S162-68 33 28-1 25-6 21-11 31-1 26-11 21-11 i 25-6 23-2 20-3 28-8 26-0 21-11 i

925S162-68 50 28-1 25-6 22-3 31-6 28-8 25-0 25-6 23-2 20-3 28-8 26-0 22-9

925S200-68 33 29-1 26-5 23-1 32-8 28-3 23-1 i 26-5 24-0 21-0 29-8 26-11 23-1 i

925S200-68 50 29-1 26-5 23-1 32-8 29-8 25-11 26-5 24-0 21-0 29-8 26-11 23-6

925S250-68 33 30-7 27-9 24-3 34-4 30-0 24-6 i 27-9 25-3 22-0 31-2 28-4 24-6 i

925S250-68 50 30-7 27-9 24-3 34-4 31-2 27-3 27-9 25-3 22-0 31-2 28-4 24-9

925S300-68 33 31-11 29-0 25-4 35-10 31-0 25-4 i 29-0 26-4 23-0 32-6 29-7 25-4 i

925S300-68 50 31-9 28-10 25-2 35-8 32-5 28-3 28-10 26-2 22-11 32-5 29-5 25-8

925S162-97 33 31-4 28-6 24-11 35-3 31-9 25-11 28-6 25-11 22-7 32-0 29-1 25-5

925S162-97 50 31-4 28-6 24-11 35-3 32-0 27-11 28-6 25-11 22-7 32-0 29-1 25-5

925S200-97 33 32-6 29-6 25-9 36-6 33-2 27-4 29-6 26-10 23-5 33-2 30-1 26-4

925S200-97 50 32-6 29-6 25-9 36-6 33-2 28-11 29-6 26-10 23-5 33-2 30-1 26-4

925S250-97 33 34-2 31-0 27-1 38-4 34-10 29-5 31-0 28-2 24-7 34-10 31-8 27-8

925S250-97 50 34-2 31-0 27-1 38-4 34-10 30-5 31-0 28-2 24-7 34-10 31-8 27-8

925S300-97 33 35-8 32-5 28-4 40-1 36-5 31-3 32-5 29-5 25-8 36-5 33-1 28-10

925S300-97 50 35-8 32-5 28-4 40-1 36-5 31-9 32-5 29-5 25-8 36-5 33-1 28-10





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1000S137-33 33 18-11 e 16-5 e 12-1 e 18-11 a 14-6 a 9-8 a 18-11 e 16-5 e 12-1 e 18-11 a 14-6 a 9-8 a

1000S162-33 33 20-2 e 17-5 e 12-1 e 19-4 a 14-6 a 9-8 a 20-2 e 17-5 e 12-1 e 19-4 a 14-6 a 9-8 a

1000S200-33 33 20-5 e 17-8 e 12-1 e 19-4 a 14-6 a 9-8 a 20-5 e 17-8 e 12-1 e 19-4 a 14-6 a 9-8 a

1000S137-43 33 23-5 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a 22-9 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a

1000S162-43 33 24-10 e 21-6 e 17-7 e 24-10 i 21-6 i 17-7 a 23-6 e 21-4 e 17-7 e 24-10 i 21-6 i 17-7 a

1000S200-43 33 24-7 e 21-3 e 17-4 e 24-7 i 21-3 i 17-4 a 24-4 e 21-3 e 17-4 e 24-7 i 21-3 i 17-4 a

1000S250-43 33 26-6 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a 25-6 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a

1000S300-43 33 28-0 e 24-3 e 19-10 e 28-0 i 24-3 a 19-10 a 26-6 e 24-1 e 19-10 e 28-0 i 24-3 a 19-10 a

1000S137-54 33 26-11 24-3 19-9 e 28-0 i 24-3 i 19-9 i 24-5 22-2 19-5 e 27-5 i 24-3 i 19-9 i

1000S137-54 50 26-11 24-5 21-4 30-2 27-5 i 22-6 i 24-5 22-2 19-5 27-5 24-11 21-9 i

1000S162-54 33 27-10 25-4 20-10 e 29-6 i 25-6 i 20-10 i 25-4 23-0 20-1 e 28-5 i 25-6 i 20-10 i

1000S162-54 50 27-10 25-4 22-1 31-3 28-5 i 23-10 i 25-4 23-0 20-1 28-5 25-10 22-6 i

1000S200-54 33 28-10 26-2 21-7 e 30-6 i 26-5 i 21-7 i 26-2 23-9 20-9 e 29-5 i 26-5 i 21-7 i

1000S200-54 50 28-10 26-2 22-10 32-4 28-8 i 23-5 i 26-2 23-9 20-9 29-5 26-8 i 23-4 i

1000S250-54 33 30-2 27-4 22-4 e 31-7 i 27-4 i 22-4 i 27-5 24-11 21-9 e 30-10 i 27-4 i 22-4 i

1000S250-54 50 30-2 27-5 23-11 33-11 30-7 i 25-0 i 27-5 24-11 21-9 30-9 28-0 i 24-5 i

1000S300-54 33 31-6 28-7 e 23-5 e 33-2 i 28-9 i 23-5 i 28-7 26-0 22-8 e 32-1 i 28-9 i 23-5 i

1000S300-54 50 31-3 28-5 24-10 e 35-1 i 31-11 i 26-2 i 28-5 25-10 22-6 31-11 29-0 i 25-4 i

1000S137-68 33 28-11 26-3 22-1 31-2 27-0 22-1 i 26-3 23-10 20-10 29-6 26-10 22-1 i

1000S137-68 50 28-11 26-3 22-11 32-6 29-6 25-9 26-3 23-10 20-10 29-6 26-10 23-5

1000S162-68 33 30-0 27-3 23-3 32-11 28-6 23-3 i 27-3 24-9 21-7 30-7 27-9 23-3 i

1000S162-68 50 30-0 27-3 23-9 33-8 30-7 26-8 27-3 24-9 21-7 30-7 27-9 24-3

1000S200-68 33 31-0 28-2 24-5 34-7 29-11 24-5 i 28-2 25-7 22-4 31-7 28-9 24-5 i

1000S200-68 50 31-0 28-2 24-7 34-10 31-7 27-7 28-2 25-7 22-4 31-7 28-9 25-1

1000S250-68 33 32-6 29-6 25-10 36-6 31-9 i 25-11 i 29-6 26-10 23-5 33-2 30-2 25-11 i

1000S250-68 50 32-6 29-6 25-10 36-6 33-2 29-0 i 29-6 26-10 23-5 33-2 30-2 26-4

1000S300-68 33 33-11 30-9 26-9 37-10 32-9 i 26-9 i 30-9 28-0 24-5 34-7 31-5 26-9 i

1000S300-68 50 33-9 30-8 26-10 37-11 34-6 30-1 i 30-8 27-11 24-4 34-6 31-4 27-4

1000S162-97 33 33-6 30-5 26-7 37-7 33-8 27-6 30-5 27-7 24-2 34-2 31-0 27-1

1000S162-97 50 33-6 30-5 26-7 37-7 34-2 29-10 30-5 27-7 24-2 34-2 31-0 27-1

1000S200-97 33 34-8 31-6 27-6 38-11 35-4 28-11 31-6 28-7 25-0 35-4 32-1 28-0

1000S200-97 50 34-8 31-6 27-6 38-11 35-4 30-10 31-6 28-7 25-0 35-4 32-1 28-0

1000S250-97 33 36-4 33-0 28-10 40-10 37-1 31-1 33-0 30-0 26-3 37-1 33-8 29-5

1000S250-97 50 36-4 33-0 28-10 40-10 37-1 32-5 33-0 30-0 26-3 37-1 33-8 29-5

1000S300-97 33 37-11 34-5 30-1 42-7 38-8 32-11 34-5 31-4 27-4 38-8 35-2 30-8

1000S300-97 50 37-11 34-5 30-1 42-7 38-8 33-10 34-5 31-4 27-4 38-8 35-2 30-8





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1125S137-33 33 20-0 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a 20-0 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a

1125S162-33 33 21-4 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a 21-4 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a

1125S200-33 33 21-5 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a 21-5 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a

1125S137-43 33 24-8 e 21-4 e 17-5 e 24-8 i 21-4 a 17-5 a 24-8 e 21-4 e 17-5 e 24-8 i 21-4 a 17-5 a

1125S162-43 33 26-3 e 22-9 e 18-7 e 26-3 i 22-9 a 18-7 a 25-11 e 22-9 e 18-7 e 26-3 i 22-9 a 18-7 a

1125S200-43 33 25-11 e 22-6 e 18-4 e 25-11 i 22-6 a 18-4 a 25-11 e 22-6 e 18-4 e 25-11 i 22-6 a 18-4 a

1125S250-43 33 28-0 e 24-3 e 19-10 e 28-0 a 24-3 a 19-0 a 28-0 e 24-3 e 19-10 e 28-0 a 24-3 a 19-0 a

1125S300-43 33 29-8 e 25-8 e 21-0 e 29-8 a 25-8 a 19-0 a 29-2 e 25-8 e 21-0 e 29-8 a 25-8 a 19-0 a

1125S137-54 33 29-5 25-6 20-10 e 29-5 i 25-6 i 20-10 i 27-0 24-6 20-10 e 29-5 i 25-6 i 20-10 i

1125S137-54 50 29-9 27-0 23-7 e 33-5 29-1 i 23-8 i 27-0 24-6 21-5 30-4 27-7 i 23-8 i

1125S162-54 33 30-9 26-11 e 22-0 e 31-1 i 26-11 i 22-0 i 27-11 25-4 22-0 e 31-1 i 26-11 i 22-0 i

1125S162-54 50 30-9 27-11 24-5 e 34-6 i 30-10 i 25-2 i 27-11 25-4 22-2 31-4 28-6 i 24-10 i

1125S200-54 33 31-9 27-9 e 22-8 e 32-0 i 27-9 i 22-8 i 28-10 26-2 22-8 e 32-0 i 27-9 i 22-8 i

1125S200-54 50 31-9 28-10 24-9 e 35-0 i 30-4 i 24-9 i 28-10 26-2 22-10 e 32-4 29-5 i 24-9 i

1125S250-54 33 33-2 28-10 e 23-6 e 33-3 i 28-10 i 23-6 i 30-2 27-5 e 23-6 e 33-3 i 28-10 i 23-6 i

1125S250-54 50 33-2 30-2 26-4 e 37-3 i 32-4 i 26-5 i 30-2 27-5 23-11 e 33-10 i 30-9 i 26-5 i

1125S300-54 33 34-6 30-4 e 24-9 e 35-0 i 30-4 i 24-9 a 31-5 28-6 e 24-9 e 35-0 i 30-4 i 24-9 a

1125S300-54 50 34-4 31-2 27-3 e 38-7 i 34-0 i 27-9 i 31-2 28-4 24-9 e 35-0 i 31-10 i 27-9 i

1125S137-68 33 32-0 29-1 24-2 34-3 29-7 24-2 i 29-1 26-5 23-1 32-8 29-7 24-2 i

1125S137-68 50 32-0 29-1 25-5 35-11 32-8 28-6 i 29-1 26-5 23-1 32-8 29-8 25-11

1125S162-68 33 33-1 30-1 25-5 36-0 31-2 i 25-5 i 30-1 27-4 23-10 33-9 30-8 25-5 i

1125S162-68 50 33-1 30-1 26-3 37-2 33-9 29-6 i 30-1 27-4 23-10 33-9 30-8 26-9

1125S200-68 33 34-2 31-0 26-8 37-8 32-8 i 26-8 i 31-0 28-2 24-7 34-10 31-8 i 26-8 i

1125S200-68 50 34-2 31-0 27-1 38-4 34-10 30-5 i 31-0 28-2 24-7 34-10 31-8 27-8 i

1125S250-68 33 35-9 32-6 28-2 39-10 34-6 i 28-2 i 32-6 29-6 25-9 36-6 33-2 i 28-2 i

1125S250-68 50 35-9 32-6 28-4 40-2 36-6 31-4 i 32-6 29-6 25-9 36-6 33-2 28-11 i

1125S300-68 33 37-2 33-10 29-1 41-1 i 35-7 i 29-1 i 33-10 30-8 26-10 37-11 34-6 i 29-1 i

1125S300-68 50 37-2 33-9 29-6 41-9 37-11 33-1 i 33-9 30-8 26-9 37-11 34-5 30-1 i

1125S162-97 33 37-0 33-7 29-4 41-6 36-10 30-1 33-7 30-6 26-8 37-9 34-3 29-11

1125S162-97 50 37-0 33-7 29-4 41-6 37-9 32-11 33-7 30-6 26-8 37-9 34-3 29-11

1125S200-97 33 38-2 34-8 30-4 42-11 38-8 31-7 34-8 31-6 27-6 38-11 35-5 30-11

1125S200-97 50 38-2 34-8 30-4 42-11 38-11 34-0 34-8 31-6 27-6 38-11 35-5 30-11

1125S250-97 33 40-0 36-4 31-9 44-11 40-10 33-10 36-4 33-0 28-10 40-10 37-1 32-5

1125S250-97 50 40-0 36-4 31-9 44-11 40-10 35-8 36-4 33-0 28-10 40-10 37-1 32-5

1125S300-97 33 41-8 37-10 33-1 46-9 42-6 35-9 37-10 34-4 30-0 42-6 38-7 33-9

1125S300-97 50 41-8 37-10 33-1 46-9 42-6 37-1 37-10 34-4 30-0 42-6 38-7 33-9





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1200S137-33 33 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a

1200S162-33 33 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a

1200S200-33 33 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a

1200S137-43 33 25-5 e 22-0 e 18-0 e 25-5 a 22-0 a 17-9 a 25-5 e 22-0 e 18-0 e 25-5 a 22-0 a 17-9 a

1200S162-43 33 27-1 e 23-5 e 19-1 e 27-1 a 23-5 a 17-9 a 27-1 e 23-5 e 19-1 e 27-1 a 23-5 a 17-9 a

1200S200-43 33 26-9 e 23-2 e 18-11 e 26-9 a 23-2 a 17-9 a 26-9 e 23-2 e 18-11 e 26-9 a 23-2 a 17-9 a

1200S250-43 33 28-11 e 25-0 e 20-5 e 28-11 a 25-0 a 17-9 a 28-11 e 25-0 e 20-5 e 28-11 a 25-0 a 17-9 a

1200S300-43 33 30-8 e 26-6 e 21-8 e 30-8 a 26-6 a 17-9 a 30-8 e 26-6 e 21-8 e 30-8 a 26-6 a 17-9 a

1200S137-54 33 30-3 26-2 e 21-5 e 30-3 i 26-2 i 21-5 i 28-7 25-11 e 21-5 e 30-3 i 26-2 i 21-5 i

1200S137-54 50 31-5 28-7 24-5 e 34-7 i 29-11 i 24-5 i 28-7 25-11 22-8 e 32-1 29-1 i 24-5 i

1200S162-54 33 32-0 27-8 e 22-7 e 32-0 i 27-8 i 22-7 i 29-6 26-9 e 22-7 e 32-0 i 27-8 i 22-7 i

1200S162-54 50 32-5 29-6 25-9 e 36-5 i 31-9 i 25-11 i 29-6 26-9 23-5 e 33-1 i 30-1 i 25-11 i

1200S200-54 33 32-11 28-6 e 23-3 e 32-11 i 28-6 i 23-3 a 30-5 27-7 e 23-3 e 32-11 i 28-6 i 23-3 a

1200S200-54 50 33-6 30-5 25-6 e 36-1 i 31-3 i 25-6 i 30-5 27-7 24-1 e 34-2 i 31-0 i 25-6 i

1200S250-54 33 34-3 29-8 e 24-2 e 34-3 i 29-8 i 24-2 a 31-9 28-10 e 24-2 e 34-3 i 29-8 i 24-2 a

1200S250-54 50 35-0 31-9 27-3 e 38-7 i 33-5 i 27-3 i 31-9 28-10 25-3 e 35-8 i 32-5 i 27-3 i

1200S300-54 33 36-1 e 31-3 e 25-6 e 36-1 i 31-3 i 25-6 a 33-0 30-0 e 25-6 e 36-1 i 31-3 i 25-6 a

1200S300-54 50 36-3 32-11 e 28-8 e 40-6 i 35-1 i 28-8 i 32-11 29-11 26-2 e 37-0 i 33-7 i 28-8 i

1200S137-68 33 33-10 30-9 25-5 36-0 31-2 i 25-5 i 30-9 27-11 24-4 34-6 31-2 i 25-5 i

1200S137-68 50 33-10 30-9 26-10 38-0 34-6 29-8 i 30-9 27-11 24-4 34-6 31-4 27-4 i

1200S162-68 33 34-11 31-9 26-9 37-10 32-9 i 26-9 i 31-9 28-10 25-2 35-8 32-4 i 26-9 i

1200S162-68 50 34-11 31-9 27-9 39-3 35-8 31-1 i 31-9 28-10 25-2 35-8 32-4 28-3 i

1200S200-68 33 36-0 32-9 27-11 39-7 34-3 i 27-11 i 32-9 29-9 26-0 36-9 33-5 i 27-11 i

1200S200-68 50 36-0 32-9 28-7 40-5 36-9 31-10 i 32-9 29-9 26-0 36-9 33-5 29-2 i

1200S250-68 33 37-8 34-3 29-6 41-9 i 36-2 i 29-6 i 34-3 31-1 27-2 38-5 34-11 i 29-6 i

1200S250-68 50 37-8 34-3 29-11 42-4 38-5 32-3 i 34-3 31-1 27-2 38-5 34-11 30-6 i

1200S300-68 33 39-2 35-7 30-4 e 42-11 i 37-2 i 30-4 i 35-7 32-4 28-3 39-11 36-4 i 30-4 i

1200S300-68 50 39-2 35-7 31-1 44-0 39-11 34-1 i 35-7 32-4 28-3 39-11 36-4 31-8 i

1200S162-97 33 39-1 35-6 31-0 43-10 38-8 31-7 35-6 32-3 28-2 39-10 36-2 31-7

1200S162-97 50 39-1 35-6 31-0 43-10 39-10 34-10 35-6 32-3 28-2 39-10 36-2 31-7

1200S200-97 33 40-4 36-7 32-0 45-3 40-7 33-1 36-7 33-3 29-1 41-1 37-4 32-7

1200S200-97 50 40-4 36-7 32-0 45-3 41-1 35-11 36-7 33-3 29-1 41-1 37-4 32-7

1200S250-97 33 42-2 38-4 33-5 47-4 43-0 35-5 38-4 34-10 30-5 43-0 39-1 34-1

1200S250-97 50 42-2 38-4 33-5 47-4 43-0 37-7 38-4 34-10 30-5 43-0 39-1 34-1

1200S300-97 33 43-10 39-10 34-10 49-3 44-9 37-5 39-10 36-2 31-7 44-9 40-8 35-6

1200S300-97 50 43-10 39-10 34-10 49-3 44-9 39-1 39-10 36-2 31-7 44-9 40-8 35-6





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1400S162-33 33 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1400S200-33 33 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1400S137-43 33 27-4 e 23-8 e 19-0 e 27-4 a 22-9 a 15-2 a 27-4 e 23-8 e 19-0 e 27-4 a 22-9 a 15-2 a

1400S162-43 33 29-1 e 25-2 e 19-0 e 29-1 a 22-9 a 15-2 a 29-1 e 25-2 e 19-0 e 29-1 a 22-9 a 15-2 a

1400S200-43 33 28-10 e 25-0 e 19-0 e 28-10 a 22-9 a 15-2 a 28-10 e 25-0 e 19-0 e 28-10 a 22-9 a 15-2 a

1400S250-43 33 31-2 e 27-0 e 19-0 e 30-5 a 22-9 a 15-2 a 31-2 e 27-0 e 19-0 e 30-5 a 22-9 a 15-2 a

1400S300-43 33 33-1 e 28-6 e 19-0 e 30-5 a 22-9 a 15-2 a 33-1 e 28-6 e 19-0 e 30-5 a 22-9 a 15-2 a

1400S137-54 33 32-4 e 28-0 e 22-10 e 32-4 i 28-0 i 22-10 a 32-4 e 28-0 e 22-10 e 32-4 i 28-0 i 22-10 a

1400S137-54 50 35-0 31-10 e 26-3 e 37-2 i 32-2 i 26-3 a 31-10 28-11 25-3 e 35-8 i 32-2 i 26-3 a

1400S162-54 33 34-3 e 29-8 e 24-2 e 34-3 i 29-8 i 24-2 a 33-7 e 29-8 e 24-2 e 34-3 i 29-8 i 24-2 a

1400S162-54 50 36-1 32-10 e 27-11 e 39-5 i 34-2 i 27-11 a 32-10 29-10 e 26-0 e 36-10 i 33-6 i 27-11 a

1400S200-54 33 35-4 e 30-7 e 25-0 e 35-4 i 30-7 i 25-0 a 34-7 e 30-7 e 25-0 e 35-4 i 30-7 i 25-0 a

1400S200-54 50 37-8 33-8 e 27-6 e 38-11 i 33-8 i 27-6 a 34-2 31-1 e 27-2 e 38-5 i 33-8 i 27-6 a

1400S250-54 33 36-9 e 31-10 e 26-0 e 36-9 i 31-10 a 26-0 a 36-0 e 31-10 e 26-0 e 36-9 i 31-10 a 26-0 a

1400S250-54 50 39-4 e 35-8 e 29-5 e 41-7 i 36-0 i 29-5 a 35-8 32-5 e 28-4 e 40-1 i 36-0 i 29-5 a

1400S300-54 33 38-10 e 33-7 e 27-5 e 38-10 i 33-7 a 27-5 a 37-5 e 33-7 e 27-5 e 38-10 i 33-7 a 27-5 a

1400S300-54 50 40-10 e 37-1 e 30-11 e 43-8 i 37-10 i 30-1 a 37-1 33-8 e 29-5 e 41-8 i 37-10 i 30-1 a

1400S137-68 33 38-8 33-10 27-7 39-1 i 33-10 i 27-7 i 35-1 31-11 27-7 39-1 i 33-10 i 27-7 i

1400S137-68 50 38-8 35-1 30-8 43-5 38-10 i 31-8 i 35-1 31-11 27-10 39-5 35-10 31-4 i

1400S162-68 33 39-10 35-6 29-0 e 41-0 i 35-6 i 29-0 i 36-2 32-11 28-9 e 40-8 i 35-6 i 29-0 i

1400S162-68 50 39-10 36-2 31-7 44-9 40-8 i 33-6 i 36-2 32-11 28-9 40-8 36-11 32-3 i

1400S200-68 33 41-0 37-2 30-4 e 42-11 i 37-2 i 30-4 i 37-3 33-10 29-7 e 41-10 i 37-2 i 30-4 i

1400S200-68 50 41-0 37-3 32-6 46-0 41-10 i 34-2 i 37-3 33-10 29-7 41-10 38-0 33-2 i

1400S250-68 33 42-9 38-10 31-10 e 45-0 i 39-0 i 31-10 i 38-10 35-3 30-10 e 43-7 i 39-0 i 31-10 i

1400S250-68 50 42-9 38-10 33-11 48-0 42-5 i 34-8 i 38-10 35-3 30-10 43-7 39-7 i 34-7 i

1400S300-68 33 44-4 39-9 32-6 e 45-11 i 39-9 i 32-6 i 40-3 36-7 32-0 e 45-3 i 39-9 i 32-6 i

1400S300-68 50 44-4 40-3 35-2 e 49-9 44-11 i 36-8 i 40-3 36-7 32-0 45-3 41-1 i 35-11 i

1400S162-97 33 44-7 40-6 35-4 50-0 43-8 35-8 40-6 36-9 32-2 45-6 41-4 35-8

1400S162-97 50 44-7 40-6 35-4 50-0 45-6 39-9 40-6 36-9 32-2 45-6 41-4 36-1

1400S200-97 33 45-11 41-8 36-5 51-6 45-7 37-3 41-8 37-10 33-1 46-10 42-6 37-2

1400S200-97 50 45-11 41-8 36-5 51-6 46-10 40-11 41-8 37-10 33-1 46-10 42-6 37-2

1400S250-97 33 47-10 43-6 38-0 53-9 48-7 39-8 43-6 39-6 34-6 48-10 44-4 38-9

1400S250-97 50 47-10 43-6 38-0 53-9 48-10 42-8 43-6 39-6 34-6 48-10 44-4 38-9

1400S300-97 33 49-8 45-1 39-5 55-9 50-8 41-9 i 45-1 41-0 35-10 50-8 46-0 40-2

1400S300-97 50 49-8 45-1 39-5 55-9 50-8 44-3 45-1 41-0 35-10 50-8 46-0 40-2





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24

600S137-33 33 12-11 e 11-2 e 9-1 e 12-11 i 11-2 a 9-1 a 11-11 e 10-10 e 9-1 e 12-11 i 11-2 a 9-1 a

600S162-33 33 13-8 e 11-10 e 9-8 e 13-8 i 11-10 a 9-8 a 12-5 e 11-4 e 9-8 e 13-8 i 11-10 a 9-8 a

600S200-33 33 13-10 e 12-0 e 9-9 e 13-10 i 12-0 a 9-9 a 13-0 e 11-9 e 9-9 e 13-10 i 12-0 a 9-9 a

600S137-43 33 14-4 12-10 10-6 e 14-10 i 12-10 i 10-6 i 13-0 11-10 10-4 14-7 12-10 i 10-6 i

600S162-43 33 14-11 13-7 11-2 e 15-10 i 13-9 i 11-2 i 13-7 12-4 10-9 e 15-3 i 13-9 i 11-2 i

600S200-43 33 15-7 13-10 11-3 e 15-11 i 13-10 i 11-3 i 14-1 12-10 11-2 e 15-10 i 13-10 i 11-3 i

600S250-43 33 16-5 14-11 12-2 e 17-3 i 14-11 i 12-2 i 14-11 13-7 11-10 e 16-9 i 14-11 i 12-2 i

600S300-43 33 17-1 15-7 e 12-11 e 18-3 i 15-10 i 12-11 i 15-7 14-1 12-4 e 17-6 i 15-10 i 12-11 i

600S137-54 33 15-4 13-11 11-8 16-7 14-4 11-8 i 13-11 12-8 11-1 15-8 14-3 11-8 i

600S137-54 50 15-4 13-11 12-2 17-3 15-8 13-8 13-11 12-8 11-1 15-8 14-3 12-5

600S162-54 33 16-0 14-7 12-6 17-8 15-3 12-6 i 14-7 13-3 11-7 16-4 14-10 12-6 i

600S162-54 50 16-0 14-7 12-9 18-0 16-4 14-3 14-7 13-3 11-7 16-4 14-10 13-0

600S200-54 33 16-9 15-2 13-1 18-6 16-0 13-1 i 15-2 13-9 12-0 17-1 15-6 13-1 i

600S200-54 50 16-9 15-2 13-3 18-9 17-1 14-11 i 15-2 13-9 12-0 17-1 15-6 13-6

600S250-54 33 17-8 16-1 13-9 19-6 16-10 i 13-9 i 16-1 14-7 12-9 18-0 16-4 13-9 i

600S250-54 50 17-7 16-0 13-11 19-9 17-11 15-8 i 16-0 14-6 12-8 17-11 16-3 14-3

600S300-54 33 18-6 16-10 14-7 20-8 17-11 i 14-7 i 16-10 15-3 13-4 18-11 17-2 i 14-7 i

600S300-54 50 18-3 16-7 14-6 20-6 18-8 16-3 i 16-7 15-1 13-2 18-8 16-11 14-9 i

600S137-68 33 16-6 15-0 13-0 18-5 15-11 13-0 15-0 13-7 11-11 16-10 15-4 13-0

600S137-68 50 16-6 15-0 13-1 18-6 16-10 14-8 15-0 13-7 11-11 16-10 15-4 13-4

600S162-68 33 17-3 15-8 13-8 19-4 17-0 13-11 15-8 14-3 12-5 17-7 16-0 13-11

600S162-68 50 17-3 15-8 13-8 19-4 17-7 15-4 15-8 14-3 12-5 17-7 16-0 13-11

600S200-68 33 18-0 16-4 14-3 20-2 18-1 14-9 16-4 14-10 12-11 18-4 16-8 14-6

600S200-68 50 18-0 16-4 14-3 20-2 18-4 16-0 16-4 14-10 12-11 18-4 16-8 14-6

600S250-68 33 19-0 17-3 15-1 21-4 19-5 15-10 17-3 15-8 13-8 19-5 17-7 15-5

600S250-68 50 19-0 17-3 15-1 21-4 19-5 16-11 17-3 15-8 13-8 19-5 17-7 15-5

600S300-68 33 19-11 18-1 15-10 22-5 20-1 16-5 18-1 16-5 14-4 20-4 18-6 16-1

600S300-68 50 19-10 18-0 15-9 22-4 20-3 17-8 18-0 16-5 14-4 20-3 18-5 16-1

600S162-97 33 19-2 17-5 15-3 21-7 19-7 16-4 17-5 15-10 13-10 19-7 17-10 15-6

600S162-97 50 19-2 17-5 15-3 21-7 19-7 17-1 17-5 15-10 13-10 19-7 17-10 15-6

600S200-97 33 20-0 18-2 15-11 22-6 20-5 17-5 18-2 16-6 14-5 20-5 18-7 16-3

600S200-97 50 20-0 18-2 15-11 22-6 20-5 17-10 18-2 16-6 14-5 20-5 18-7 16-3

600S250-97 33 21-3 19-3 16-10 23-10 21-8 18-11 19-3 17-6 15-3 21-8 19-8 17-2

600S250-97 50 21-3 19-3 16-10 23-10 21-8 18-11 19-3 17-6 15-3 21-8 19-8 17-2

600S300-97 33 22-3 20-3 17-8 25-0 22-8 19-10 20-3 18-4 16-0 22-8 20-7 18-0

600S300-97 50 22-3 20-3 17-8 25-0 22-8 19-10 20-3 18-4 16-0 22-8 20-7 18-0







Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



800S137-33 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 9-1 a 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 9-1 a

800S162-33 33 15-8 e 13-7 e 11-1 e 15-8 a 13-7 a 9-1 a 15-8 e 13-7 e 11-1 e 15-8 a 13-7 a 9-1 a

800S200-33 33 15-10 e 13-9 e 11-2 e 15-10 a 13-8 a 9-1 a 15-10 e 13-9 e 11-2 e 15-10 a 13-8 a 9-1 a

800S137-43 33 18-1 15-11 e 13-0 e 18-4 i 15-11 i 13-0 a 16-5 14-11 e 13-0 e 18-4 i 15-11 i 13-0 a

800S162-43 33 18-10 e 16-10 e 13-9 e 19-5 i 16-10 i 13-9 a 17-1 15-6 e 13-7 e 19-2 i 16-10 i 13-9 a

800S200-43 33 19-3 e 16-8 e 13-7 e 19-3 i 16-8 i 13-7 a 17-9 16-1 e 13-7 e 19-3 i 16-8 i 13-7 a

800S250-43 33 20-7 e 17-11 e 14-7 e 20-8 i 17-11 i 14-7 a 18-8 e 16-11 e 14-7 e 20-8 i 17-11 i 14-7 a

800S300-43 33 21-4 e 18-11 e 15-5 e 21-10 i 18-11 a 15-5 a 19-5 e 17-8 e 15-5 e 21-10 i 18-11 a 15-5 a

800S137-54 33 19-6 17-8 14-5 20-5 17-8 i 14-5 i 17-8 16-1 14-0 19-10 17-8 i 14-5 i

800S137-54 50 19-6 17-8 15-5 21-10 19-10 17-4 i 17-8 16-1 14-0 19-10 18-0 15-9 i

800S162-54 33 20-3 18-5 15-4 21-8 i 18-9 i 15-4 i 18-5 16-8 14-7 20-8 18-9 i 15-4 i

800S162-54 50 20-3 18-5 16-1 22-9 20-8 18-0 i 18-5 16-8 14-7 20-8 18-9 16-4 i

800S200-54 33 21-0 19-1 15-11 e 22-6 i 19-6 i 15-11 i 19-1 17-4 15-2 21-5 i 19-5 i 15-11 i

800S200-54 50 21-0 19-1 16-8 23-7 21-5 i 18-4 i 19-1 17-4 15-2 21-5 19-5 17-0 i

800S250-54 33 22-1 20-1 16-9 e 23-8 i 20-6 i 16-9 i 20-1 18-3 15-11 e 22-7 i 20-6 i 16-9 i

800S250-54 50 22-0 20-0 17-6 24-9 22-5 i 19-6 i 20-0 18-2 15-10 22-5 20-5 17-10 i

800S300-54 33 23-1 21-0 17-8 e 25-0 i 21-8 i 17-8 i 21-0 19-1 16-8 e 23-7 i 21-5 i 17-8 i

800S300-54 50 22-10 20-9 18-1 25-8 23-4 i 20-4 i 20-9 18-10 16-6 23-4 21-2 i 18-6 i

800S137-68 33 20-11 19-0 16-1 22-9 19-9 16-1 19-0 17-3 15-1 21-4 19-5 16-1

800S137-68 50 20-11 19-0 16-7 23-6 21-4 18-8 19-0 17-3 15-1 21-4 19-5 16-11

800S162-68 33 21-9 19-9 17-1 24-2 20-11 17-1 i 19-9 17-11 15-8 22-2 20-2 17-1 i

800S162-68 50 21-9 19-9 17-3 24-5 22-2 19-5 19-9 17-11 15-8 22-2 20-2 17-7

800S200-68 33 22-7 20-6 17-11 25-4 22-1 18-0 i 20-6 18-8 16-3 23-1 20-11 18-0 i

800S200-68 50 22-7 20-6 17-11 25-4 23-1 20-2 20-6 18-8 16-3 23-1 20-11 18-3

800S250-68 33 23-9 21-7 18-10 26-9 23-6 19-2 i 21-7 19-8 17-2 24-3 22-1 19-2 i

800S250-68 50 23-9 21-7 18-10 26-9 24-3 21-2 21-7 19-8 17-2 24-3 22-1 19-3

800S300-68 33 24-10 22-7 19-9 27-11 24-4 19-10 i 22-7 20-6 17-11 25-4 23-0 19-10 i

800S300-68 50 24-9 22-6 19-8 27-10 25-3 22-1 22-6 20-5 17-10 25-3 22-11 20-0

800S162-97 33 24-3 22-1 19-3 27-3 24-8 20-1 22-1 20-0 17-6 24-9 22-6 19-8

800S162-97 50 24-3 22-1 19-3 27-3 24-9 21-8 22-1 20-0 17-6 24-9 22-6 19-8

800S200-97 33 25-3 22-11 20-0 28-4 25-9 21-4 22-11 20-10 18-2 25-9 23-4 20-5

800S200-97 50 25-3 22-11 20-0 28-4 25-9 22-6 22-11 20-10 18-2 25-9 23-4 20-5

800S250-97 33 26-7 24-2 21-1 29-10 27-1 23-1 24-2 21-11 19-2 27-1 24-8 21-6

800S250-97 50 26-7 24-2 21-1 29-10 27-1 23-8 24-2 21-11 19-2 27-1 24-8 21-6

800S300-97 33 27-10 25-3 22-1 31-3 28-4 24-6 25-3 22-11 20-0 28-4 25-9 22-6

800S300-97 50 27-10 25-3 22-1 31-3 28-4 24-9 25-3 22-11 20-0 28-4 25-9 22-6





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



925S137-33 33 15-9 e 13-8 e 9-9 e 15-8 a 11-9 a 7-10 a 15-9 e 13-8 e 9-9 e 15-8 a 11-9 a 7-10 a

925S162-33 33 16-9 e 14-6 e 9-9 e 15-8 a 11-9 a 7-10 a 16-9 e 14-6 e 9-9 e 15-8 a 11-9 a 7-10 a

925S200-33 33 17-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 17-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a

925S137-43 33 19-7 e 17-0 e 13-10 e 19-7 i 17-0 i 13-10 a 18-7 e 16-10 e 13-10 e 19-7 i 17-0 i 13-10 a

925S162-43 33 20-10 e 18-0 e 14-8 e 20-10 i 18-0 a 14-8 a 19-3 e 17-6 e 14-8 e 20-10 i 18-0 a 14-8 a

925S200-43 33 20-6 e 17-9 e 14-6 e 20-6 i 17-9 a 14-6 a 19-11 e 17-9 e 14-6 e 20-6 i 17-9 a 14-6 a

925S250-43 33 22-1 e 19-2 e 15-8 e 22-1 i 19-2 a 15-8 a 20-11 e 19-0 e 15-8 e 22-1 i 19-2 a 15-8 a

925S300-43 33 23-5 e 20-3 e 16-6 e 23-5 a 20-3 a 16-6 a 21-9 e 19-9 e 16-6 e 23-5 a 20-3 a 16-6 a

925S137-54 33 22-0 19-9 16-1 e 22-10 i 19-9 i 16-1 i 20-0 18-2 15-10 e 22-5 i 19-9 i 16-1 i

925S137-54 50 22-0 20-0 17-5 24-8 22-5 i 18-10 i 20-0 18-2 15-10 22-5 20-4 i 17-9 i

925S162-54 33 22-10 20-9 17-0 e 24-1 i 20-10 i 17-0 i 20-9 18-10 16-5 e 23-3 i 20-10 i 17-0 i

925S162-54 50 22-10 20-9 18-1 25-7 23-3 i 19-11 i 20-9 18-10 16-5 23-3 21-2 i 18-5 i

925S200-54 33 23-7 21-5 17-8 e 25-0 i 21-8 i 17-8 i 21-5 19-6 17-0 e 24-1 i 21-8 i 17-8 i

925S200-54 50 23-7 21-5 18-9 e 26-6 23-11 i 19-7 i 21-5 19-6 17-0 24-1 21-10 i 19-1 i

925S250-54 33 24-9 22-6 e 18-6 e 26-2 i 22-8 i 18-6 i 22-6 20-5 17-10 e 25-3 i 22-8 i 18-6 i

925S250-54 50 24-9 22-6 19-7 e 27-9 i 25-3 i 20-10 i 22-6 20-5 17-10 25-3 22-11 i 20-0 i

925S300-54 33 25-10 23-6 e 19-6 e 27-8 i 23-11 i 19-6 i 23-6 21-4 18-8 e 26-5 i 23-11 i 19-6 i

925S300-54 50 25-8 23-4 20-4 e 28-10 i 26-2 i 21-10 i 23-4 21-2 18-6 26-2 23-9 i 20-9 i

925S137-68 33 23-8 21-6 18-0 25-5 22-0 18-0 i 21-6 19-6 17-0 24-1 21-11 18-0 i

925S137-68 50 23-8 21-6 18-9 26-7 24-1 21-1 21-6 19-6 17-0 24-1 21-11 19-2

925S162-68 33 24-6 22-3 19-0 26-11 23-3 19-0 i 22-3 20-3 17-8 25-0 22-9 19-0 i

925S162-68 50 24-6 22-3 19-6 27-7 25-0 21-10 i 22-3 20-3 17-8 25-0 22-9 19-10

925S200-68 33 25-5 23-1 20-0 28-3 24-6 i 20-0 i 23-1 21-0 18-4 25-11 23-6 20-0 i

925S200-68 50 25-5 23-1 20-2 28-6 25-11 22-8 i 23-1 21-0 18-4 25-11 23-6 20-7

925S250-68 33 26-8 24-3 21-2 30-0 26-0 i 21-3 i 24-3 22-0 19-3 27-3 24-9 i 21-3 i

925S250-68 50 26-8 24-3 21-2 30-0 27-3 23-9 i 24-3 22-0 19-3 27-3 24-9 21-7

925S300-68 33 27-10 25-4 21-11 31-0 26-10 i 21-11 i 25-4 23-0 20-1 28-5 25-10 i 21-11 i

925S300-68 50 27-9 25-2 22-0 31-2 28-3 24-8 i 25-2 22-11 20-0 28-3 25-8 22-5 i

925S162-97 33 27-5 24-11 21-9 30-9 27-6 22-5 24-11 22-7 19-9 27-11 25-5 22-2

925S162-97 50 27-5 24-11 21-9 30-9 27-11 24-5 24-11 22-7 19-9 27-11 25-5 22-2

925S200-97 33 28-5 25-9 22-6 31-10 28-11 23-8 25-9 23-5 20-5 28-11 26-4 23-0

925S200-97 50 28-5 25-9 22-6 31-10 28-11 25-3 25-9 23-5 20-5 28-11 26-4 23-0

925S250-97 33 29-10 27-1 23-8 33-6 30-5 25-6 27-1 24-7 21-6 30-5 27-8 24-2

925S250-97 50 29-10 27-1 23-8 33-6 30-5 26-7 27-1 24-7 21-6 30-5 27-8 24-2

925S300-97 33 31-2 28-4 24-9 35-0 31-9 27-0 28-4 25-8 22-5 31-9 28-10 25-3

925S300-97 50 31-2 28-4 24-9 35-0 31-9 27-9 28-4 25-8 22-5 31-9 28-10 25-3





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1000S137-33 33 16-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a 16-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a

1000S162-33 33 17-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a 17-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a

1000S200-33 33 17-8 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a 17-8 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a

1000S137-43 33 20-3 e 17-7 e 14-4 e 20-3 i 17-7 a 14-4 a 19-10 e 17-7 e 14-4 e 20-3 i 17-7 a 14-4 a

1000S162-43 33 21-6 e 18-8 e 15-3 e 21-6 i 18-8 a 15-3 a 20-6 e 18-8 e 15-3 e 21-6 i 18-8 a 15-3 a

1000S200-43 33 21-3 e 18-5 e 15-0 e 21-3 i 18-5 a 15-0 a 21-3 e 18-5 e 15-0 e 21-3 i 18-5 a 15-0 a

1000S250-43 33 22-11 e 19-10 e 16-3 e 22-11 a 19-10 a 16-1 a 22-3 e 19-10 e 16-3 e 22-11 a 19-10 a 16-1 a

1000S300-43 33 24-3 e 21-0 e 17-2 e 24-3 a 21-0 a 16-1 a 23-2 e 21-0 e 17-2 e 24-3 a 21-0 a 16-1 a

1000S137-54 33 23-6 21-0 17-1 e 24-3 i 21-0 i 17-1 i 21-4 19-5 16-11 e 23-11 i 21-0 i 17-1 i

1000S137-54 50 23-6 21-4 18-8 e 26-4 i 23-10 i 19-6 i 21-4 19-5 16-11 23-11 21-9 i 19-0 i

1000S162-54 33 24-4 22-1 e 18-0 e 25-6 i 22-1 i 18-0 i 22-1 20-1 17-6 e 24-10 i 22-1 i 18-0 i

1000S162-54 50 24-4 22-1 19-4 e 27-4 i 24-10 i 20-8 i 22-1 20-1 17-6 24-10 22-6 i 19-8 i

1000S200-54 33 25-2 22-10 e 18-8 e 26-5 i 22-10 i 18-8 i 22-10 20-9 18-2 e 25-8 i 22-10 i 18-8 i

1000S200-54 50 25-2 22-10 19-11 e 28-3 i 24-10 i 20-3 i 22-10 20-9 18-2 e 25-8 23-4 i 20-3 i

1000S250-54 33 26-5 23-8 e 19-4 e 27-4 i 23-8 i 19-4 a 24-0 21-9 e 19-0 e 26-11 i 23-8 i 19-4 a

1000S250-54 50 26-4 23-11 20-11 e 29-7 i 26-6 i 21-7 i 23-11 21-9 19-0 e 26-11 i 24-5 i 21-4 i

1000S300-54 33 27-6 24-10 e 20-4 e 28-9 i 24-10 i 20-4 a 25-0 22-8 e 19-10 e 28-0 i 24-10 i 20-4 a

1000S300-54 50 27-4 24-10 21-8 e 30-8 i 27-9 i 22-8 i 24-10 22-6 19-8 e 27-10 i 25-4 i 22-1 i

1000S137-68 33 25-3 22-11 19-1 27-0 23-5 19-1 i 22-11 20-10 18-2 25-9 23-5 19-1 i

1000S137-68 50 25-3 22-11 20-0 28-4 25-9 22-6 i 22-11 20-10 18-2 25-9 23-5 20-5

1000S162-68 33 26-2 23-9 20-2 28-6 24-8 i 20-2 i 23-9 21-7 18-10 26-8 24-3 i 20-2 i

1000S162-68 50 26-2 23-9 20-9 29-5 26-8 23-4 i 23-9 21-7 18-10 26-8 24-3 21-2

1000S200-68 33 27-1 24-7 21-2 29-11 25-11 i 21-2 i 24-7 22-4 19-6 27-7 25-1 i 21-2 i

1000S200-68 50 27-1 24-7 21-6 30-5 27-7 24-1 i 24-7 22-4 19-6 27-7 25-1 21-11 i

1000S250-68 33 28-5 25-10 22-5 31-9 i 27-6 i 22-5 i 25-10 23-5 20-6 29-0 26-4 i 22-5 i

1000S250-68 50 28-5 25-10 22-6 31-11 29-0 25-4 i 25-10 23-5 20-6 29-0 26-4 23-0 i

1000S300-68 33 29-7 26-11 23-2 32-9 i 28-4 i 23-2 i 26-11 24-5 21-4 30-2 27-5 i 23-2 i

1000S300-68 50 29-6 26-10 23-5 33-2 30-1 26-3 i 26-10 24-4 21-3 30-1 27-4 23-11 i

1000S162-97 33 29-3 26-7 23-2 32-10 29-2 23-9 26-7 24-2 21-1 29-10 27-1 23-8

1000S162-97 50 29-3 26-7 23-2 32-10 29-10 26-1 26-7 24-2 21-1 29-10 27-1 23-8

1000S200-97 33 30-3 27-6 24-0 34-0 30-8 25-0 27-6 25-0 21-10 30-10 28-0 24-6

1000S200-97 50 30-3 27-6 24-0 34-0 30-10 27-0 27-6 25-0 21-10 30-10 28-0 24-6

1000S250-97 33 31-9 28-10 25-2 35-8 32-5 26-11 28-10 26-3 22-11 32-5 29-5 25-9

1000S250-97 50 31-9 28-10 25-2 35-8 32-5 28-4 28-10 26-3 22-11 32-5 29-5 25-9

1000S300-97 33 33-2 30-1 26-3 37-2 33-10 28-6 30-1 27-4 23-11 33-10 30-8 26-10

1000S300-97 50 33-2 30-1 26-3 37-2 33-10 29-6 30-1 27-4 23-11 33-10 30-8 26-10





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1125S137-33 33 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a

1125S162-33 33 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a

1125S200-33 33 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a

1125S137-43 33 21-4 e 18-6 e 15-1 e 21-4 a 18-6 a 14-3 a 21-4 e 18-6 e 15-1 e 21-4 a 18-6 a 14-3 a

1125S162-43 33 22-9 e 19-8 e 16-1 e 22-9 a 19-8 a 14-3 a 22-8 e 19-8 e 16-1 e 22-9 a 19-8 a 14-3 a

1125S200-43 33 22-6 e 19-5 e 15-11 e 22-6 a 19-5 a 14-3 a 22-6 e 19-5 e 15-11 e 22-6 a 19-5 a 14-3 a

1125S250-43 33 24-3 e 21-0 e 17-2 e 24-3 a 21-0 a 14-3 a 24-3 e 21-0 e 17-2 e 24-3 a 21-0 a 14-3 a

1125S300-43 33 25-8 e 22-3 e 17-10 e 25-8 a 21-4 a 14-3 a 25-5 e 22-3 e 17-10 e 25-8 a 21-4 a 14-3 a

1125S137-54 33 25-6 22-1 e 18-0 e 25-6 i 22-1 i 18-0 a 23-7 21-5 e 18-0 e 25-6 i 22-1 i 18-0 a

1125S137-54 50 26-0 23-7 20-6 e 29-1 i 25-2 i 20-6 i 23-7 21-5 18-9 e 26-6 i 24-1 i 20-6 i

1125S162-54 33 26-10 23-4 e 19-0 e 26-11 i 23-4 i 19-0 a 24-5 22-2 e 19-0 e 26-11 i 23-4 i 19-0 a

1125S162-54 50 26-10 24-5 21-4 e 30-2 i 26-8 i 21-9 i 24-5 22-2 19-4 e 27-5 i 24-10 i 21-9 i

1125S200-54 33 27-8 e 24-0 e 19-7 e 27-9 i 24-0 i 19-7 a 25-2 22-10 e 19-7 e 27-9 i 24-0 i 19-7 a

1125S200-54 50 27-8 25-2 21-5 e 30-4 i 26-3 i 21-5 i 25-2 22-10 20-0 e 28-3 i 25-8 i 21-5 i

1125S250-54 33 28-10 e 24-11 e 20-4 e 28-10 i 24-11 i 20-4 a 26-4 23-11 e 20-4 e 28-10 i 24-11 i 20-4 a

1125S250-54 50 29-0 26-4 e 22-10 e 32-4 i 28-0 i 22-10 a 26-4 23-11 20-11 e 29-7 i 26-10 i 22-10 a

1125S300-54 33 30-2 e 26-3 e 21-5 e 30-4 i 26-3 i 21-5 a 27-5 e 24-11 e 21-5 e 30-4 i 26-3 i 21-5 a

1125S300-54 50 30-0 27-3 e 23-10 e 33-8 i 29-5 i 24-0 a 27-3 24-9 21-7 e 30-7 i 27-10 i 24-0 a

1125S137-68 33 27-11 25-5 20-11 29-7 25-8 i 20-11 i 25-5 23-1 20-2 28-6 25-8 i 20-11 i

1125S137-68 50 27-11 25-5 22-2 31-4 28-6 24-11 i 25-5 23-1 20-2 28-6 25-11 22-7 i

1125S162-68 33 28-11 26-3 22-0 31-2 i 27-0 i 22-0 i 26-3 23-10 20-10 29-6 26-9 i 22-0 i

1125S162-68 50 28-11 26-3 22-11 32-5 29-6 25-9 i 26-3 23-10 20-10 29-6 26-9 23-5 i

1125S200-68 33 29-10 27-1 23-1 32-8 i 28-3 i 23-1 i 27-1 24-7 21-6 30-5 27-8 i 23-1 i

1125S200-68 50 29-10 27-1 23-8 33-6 30-5 26-7 i 27-1 24-7 21-6 30-5 27-8 24-2 i

1125S250-68 33 31-3 28-4 24-4 e 34-6 i 29-10 i 24-4 i 28-4 25-9 22-6 31-10 i 28-11 i 24-4 i

1125S250-68 50 31-3 28-4 24-9 35-1 31-10 i 27-1 i 28-4 25-9 22-6 31-10 28-11 25-3 i

1125S300-68 33 32-6 29-6 25-2 e 35-7 i 30-10 i 25-2 i 29-6 26-10 23-5 e 33-2 i 30-1 i 25-2 i

1125S300-68 50 32-5 29-6 25-9 36-5 33-1 i 28-8 i 29-6 26-9 23-5 33-1 30-1 26-3 i

1125S162-97 33 32-3 29-4 25-7 36-3 31-10 26-0 29-4 26-8 23-3 32-11 29-11 26-0

1125S162-97 50 32-3 29-4 25-7 36-3 32-11 28-9 29-4 26-8 23-3 32-11 29-11 26-2

1125S200-97 33 33-4 30-4 26-6 37-5 33-6 27-4 30-4 27-6 24-0 34-0 30-11 27-0

1125S200-97 50 33-4 30-4 26-6 37-5 34-0 29-9 30-4 27-6 24-0 34-0 30-11 27-0

1125S250-97 33 34-11 31-9 27-9 39-3 35-8 29-3 31-9 28-10 25-2 35-8 32-5 28-3

1125S250-97 50 34-11 31-9 27-9 39-3 35-8 31-2 31-9 28-10 25-2 35-8 32-5 28-3

1125S300-97 33 36-5 33-1 28-10 40-10 37-1 30-11 33-1 30-0 26-3 37-1 33-9 29-5

1125S300-97 50 36-5 33-1 28-10 40-10 37-1 32-5 33-1 30-0 26-3 37-1 33-9 29-5





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1200S137-33 33 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a

1200S162-33 33 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a

1200S200-33 33 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a

1200S137-43 33 22-0 e 19-1 e 15-7 e 22-0 a 19-1 a 13-4 a 22-0 e 19-1 e 15-7 e 22-0 a 19-1 a 13-4 a

1200S162-43 33 23-5 e 20-3 e 16-7 e 23-5 a 20-0 a 13-4 a 23-5 e 20-3 e 16-7 e 23-5 a 20-0 a 13-4 a

1200S200-43 33 23-2 e 20-1 e 16-4 e 23-2 a 20-0 a 13-4 a 23-2 e 20-1 e 16-4 e 23-2 a 20-0 a 13-4 a

1200S250-43 33 25-0 e 21-8 e 16-8 e 25-0 a 20-0 a 13-4 a 25-0 e 21-8 e 16-8 e 25-0 a 20-0 a 13-4 a

1200S300-43 33 26-6 e 23-0 e 16-8 e 26-6 a 20-0 a 13-4 a 26-6 e 23-0 e 16-8 e 26-6 a 20-0 a 13-4 a

1200S137-54 33 26-2 e 22-8 e 18-6 e 26-2 i 22-8 i 18-6 a 24-11 22-8 e 18-6 e 26-2 i 22-8 i 18-6 a

1200S137-54 50 27-5 24-11 e 21-2 e 29-11 i 25-11 i 21-2 i 24-11 22-8 19-9 e 28-0 i 25-5 i 21-2 i

1200S162-54 33 27-8 e 24-0 e 19-7 e 27-8 i 24-0 i 19-7 a 25-9 23-5 e 19-7 e 27-8 i 24-0 i 19-7 a

1200S162-54 50 28-4 25-9 e 22-5 e 31-9 i 27-6 i 22-5 a 25-9 23-5 20-5 e 28-11 i 26-3 i 22-5 a

1200S200-54 33 28-6 e 24-8 e 20-2 e 28-6 i 24-8 i 20-2 a 26-7 e 24-1 e 20-2 e 28-6 i 24-8 i 20-2 a

1200S200-54 50 29-3 26-7 e 22-1 e 31-3 i 27-1 i 22-1 a 26-7 24-1 21-1 e 29-10 i 27-1 i 22-1 a

1200S250-54 33 29-8 e 25-8 e 20-11 e 29-8 i 25-8 i 20-11 a 27-9 e 25-3 e 20-11 e 29-8 i 25-8 i 20-11 a

1200S250-54 50 30-7 27-9 e 23-7 e 33-5 i 28-11 i 23-7 a 27-9 25-3 e 22-0 e 31-2 i 28-4 i 23-7 a

1200S300-54 33 31-3 e 27-1 e 22-1 e 31-3 i 27-1 a 22-1 a 28-10 e 26-2 e 22-1 e 31-3 i 27-1 a 22-1 a

1200S300-54 50 31-8 28-9 e 24-9 e 35-1 i 30-4 i 24-9 a 28-9 26-2 e 22-10 e 32-4 i 29-4 i 24-9 a

1200S137-68 33 29-6 26-10 22-0 31-2 i 27-0 i 22-0 i 26-10 24-4 21-3 30-2 27-0 i 22-0 i

1200S137-68 50 29-6 26-10 23-5 33-2 30-2 25-8 i 26-10 24-4 21-3 30-2 27-4 23-11 i

1200S162-68 33 30-6 27-9 23-2 e 32-9 i 28-4 i 23-2 i 27-9 25-2 22-0 31-1 i 28-3 i 23-2 i

1200S162-68 50 30-6 27-9 24-2 34-3 31-1 i 27-1 i 27-9 25-2 22-0 31-1 28-3 24-8 i

1200S200-68 33 31-6 28-7 24-2 e 34-3 i 29-8 i 24-2 i 28-7 26-0 22-8 e 32-1 i 29-2 i 24-2 i

1200S200-68 50 31-6 28-7 25-0 35-4 32-1 i 27-7 i 28-7 26-0 22-8 32-1 29-2 25-6 i

1200S250-68 33 32-11 29-11 25-6 e 36-2 i 31-3 i 25-6 i 29-11 27-2 23-9 e 33-7 i 30-6 i 25-6 i

1200S250-68 50 32-11 29-11 26-1 36-11 33-7 i 27-11 i 29-11 27-2 23-9 33-7 30-6 i 26-8 i

1200S300-68 33 34-3 31-1 26-3 e 37-2 i 32-2 i 26-3 i 31-1 28-3 24-8 e 34-11 i 31-8 i 26-3 i

1200S300-68 50 34-3 31-1 27-2 38-5 34-11 i 29-6 i 31-1 28-3 24-8 34-11 31-8 i 27-8 i

1200S162-97 33 34-1 31-0 27-1 38-4 33-6 27-4 31-0 28-2 24-7 34-10 31-7 27-4

1200S162-97 50 34-1 31-0 27-1 38-4 34-10 30-5 31-0 28-2 24-7 34-10 31-7 27-7

1200S200-97 33 35-2 32-0 27-11 39-6 35-1 28-8 32-0 29-1 25-4 35-11 32-7 28-6

1200S200-97 50 35-2 32-0 27-11 39-6 35-11 31-4 32-0 29-1 25-4 35-11 32-7 28-6

1200S250-97 33 36-10 33-5 29-3 41-4 37-7 30-8 33-5 30-5 26-6 37-7 34-1 29-10

1200S250-97 50 36-10 33-5 29-3 41-4 37-7 32-10 33-5 30-5 26-6 37-7 34-1 29-10

1200S300-97 33 38-4 34-10 30-5 43-0 39-1 32-5 i 34-10 31-7 27-7 39-1 35-6 31-0

1200S300-97 50 38-4 34-10 30-5 43-0 39-1 34-2 34-10 31-7 27-7 39-1 35-6 31-0





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a

1400S162-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a

1400S200-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a

1400S137-43 33 23-8 e 20-6 e 14-3 e 22-9 a 17-1 a 11-4 a 23-8 e 20-6 e 14-3 e 22-9 a 17-1 a 11-4 a

1400S162-43 33 25-2 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 25-2 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a

1400S200-43 33 25-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 25-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a

1400S250-43 33 27-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 27-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a

1400S300-43 33 28-6 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 28-6 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a

1400S137-54 33 28-0 e 24-3 e 19-10 e 28-0 i 24-3 a 19-10 a 28-0 e 24-3 e 19-10 e 28-0 i 24-3 a 19-10 a

1400S137-54 50 30-7 e 27-9 e 22-9 e 32-2 i 27-10 i 22-7 a 27-9 25-3 e 22-0 e 31-2 i 27-10 i 22-7 a

1400S162-54 33 29-8 e 25-8 e 20-11 e 29-8 i 25-8 a 20-11 a 29-4 e 25-8 e 20-11 e 29-8 i 25-8 a 20-11 a

1400S162-54 50 31-7 e 28-8 e 24-2 e 34-2 i 29-7 a 22-7 a 28-8 26-0 e 22-9 e 32-2 i 29-3 a 22-7 a

1400S200-54 33 30-7 e 26-6 e 21-7 e 30-7 i 26-6 a 21-7 a 30-2 e 26-6 e 21-7 e 30-7 i 26-6 a 21-7 a

1400S200-54 50 32-11 e 29-2 e 23-10 e 33-8 i 29-2 a 22-7 a 29-10 e 27-2 e 23-8 e 33-6 i 29-2 a 22-7 a

1400S250-54 33 31-10 e 27-7 e 22-6 e 31-10 a 27-7 a 22-6 a 31-6 e 27-7 e 22-6 e 31-10 a 27-7 a 22-6 a

1400S250-54 50 34-4 e 31-2 e 25-5 e 36-0 i 31-2 a 22-7 a 31-2 e 28-4 e 24-9 e 35-0 i 31-2 a 22-7 a

1400S300-54 33 33-7 e 29-1 e 23-9 e 33-7 a 29-1 a 22-7 a 32-8 e 29-1 e 23-9 e 33-7 a 29-1 a 22-7 a

1400S300-54 50 35-8 e 32-5 e 26-9 e 37-10 i 32-9 a 22-7 a 32-5 e 29-5 e 25-8 e 36-4 i 32-9 a 22-7 a

1400S137-68 33 33-9 29-4 23-11 e 33-10 i 29-4 i 23-11 i 30-8 27-10 23-11 e 33-10 i 29-4 i 23-11 i

1400S137-68 50 33-9 30-8 26-10 e 37-11 33-7 i 27-5 i 30-8 27-10 24-4 34-5 31-4 i 27-4 i

1400S162-68 33 34-10 30-9 25-1 e 35-6 i 30-9 i 25-1 i 31-7 28-9 25-1 e 35-6 i 30-9 i 25-1 i

1400S162-68 50 34-10 31-7 27-7 e 39-1 i 35-6 i 29-0 i 31-7 28-9 25-1 35-6 32-3 i 28-2 i

1400S200-68 33 35-10 32-2 e 26-3 e 37-2 i 32-2 i 26-3 i 32-6 29-7 25-10 e 36-6 i 32-2 i 26-3 i

1400S200-68 50 35-10 32-6 28-5 e 40-2 i 36-3 i 29-7 i 32-6 29-7 25-10 36-6 33-2 i 29-0 i

1400S250-68 33 37-4 33-9 e 27-6 e 39-0 i 33-9 i 27-6 i 33-11 30-10 26-11 e 38-1 i 33-9 i 27-6 i

1400S250-68 50 37-4 33-11 29-7 e 41-11 i 36-9 i 30-0 i 33-11 30-10 26-11 e 38-1 34-7 i 30-0 i

1400S300-68 33 38-9 34-5 e 28-1 e 39-9 i 34-5 i 28-1 a 35-2 32-0 e 27-11 e 39-6 i 34-5 i 28-1 a

1400S300-68 50 38-9 35-2 30-9 e 43-6 i 38-11 i 31-9 i 35-2 32-0 27-11 e 39-6 i 35-11 i 31-4 i

1400S162-97 33 38-11 35-4 30-10 43-8 37-10 30-10 i 35-4 32-2 28-1 39-9 36-1 30-10 i

1400S162-97 50 38-11 35-4 30-11 43-9 39-9 34-8 35-4 32-2 28-1 39-9 36-1 31-6

1400S200-97 33 40-1 36-5 31-10 45-0 39-6 32-3 i 36-5 33-1 28-11 40-11 37-2 32-3 i

1400S200-97 50 40-1 36-5 31-10 45-0 40-11 35-8 36-5 33-1 28-11 40-11 37-2 32-5

1400S250-97 33 41-10 38-0 33-2 46-11 42-1 34-4 i 38-0 34-6 30-2 42-8 38-9 33-10 i

1400S250-97 50 41-10 38-0 33-2 46-11 42-8 37-3 38-0 34-6 30-2 42-8 38-9 33-10

1400S300-97 33 43-5 39-5 34-5 48-9 44-3 36-2 i 39-5 35-10 31-3 44-3 40-2 35-1 i

1400S300-97 50 43-5 39-5 34-5 48-9 44-3 38-8 39-5 35-10 31-3 44-3 40-2 35-1





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24

600S137-33 33 11-6 e 10-0 e 8-2 e 11-6 i 10-0 a 8-2 a 10-10 e 9-10 e 8-2 e 11-6 i 10-0 a 8-2 a

600S162-33 33 12-3 e 10-7 e 8-8 e 12-3 a 10-7 a 8-8 a 11-4 e 10-3 e 8-8 e 12-3 a 10-7 a 8-8 a

600S200-33 33 12-5 e 10-9 e 8-9 e 12-5 a 10-9 a 8-9 a 11-9 e 10-8 e 8-9 e 12-5 a 10-9 a 8-9 a

600S137-43 33 13-0 11-6 9-5 e 13-4 i 11-6 i 9-5 i 11-10 10-9 9-4 e 13-3 i 11-6 i 9-5 i

600S162-43 33 13-7 12-3 10-0 e 14-2 i 12-3 i 10-0 i 12-4 11-2 9-9 e 13-10 i 12-3 i 10-0 i

600S200-43 33 14-1 12-4 10-1 e 14-3 i 12-4 i 10-1 i 12-10 11-8 10-1 e 14-3 i 12-4 i 10-1 i

600S250-43 33 14-11 13-4 e 10-11 e 15-5 i 13-4 i 10-11 i 13-7 12-4 10-9 e 15-3 i 13-4 i 10-11 i

600S300-43 33 15-7 14-1 e 11-7 e 16-4 i 14-2 i 11-7 a 14-1 12-10 e 11-2 e 15-10 i 14-2 i 11-7 a

600S137-54 33 13-11 12-8 10-5 14-10 12-10 10-5 i 12-8 11-6 10-1 14-3 12-10 10-5 i

600S137-54 50 13-11 12-8 11-1 15-8 14-3 12-5 i 12-8 11-6 10-1 14-3 12-11 11-3

600S162-54 33 14-7 13-3 11-2 15-9 13-8 i 11-2 i 13-3 12-0 10-6 14-10 13-6 i 11-2 i

600S162-54 50 14-7 13-3 11-7 16-4 14-10 13-0 i 13-3 12-0 10-6 14-10 13-6 11-9

600S200-54 33 15-2 13-9 11-8 16-6 14-3 i 11-8 i 13-9 12-6 10-11 15-6 14-1 i 11-8 i

600S200-54 50 15-2 13-9 12-0 17-1 15-6 13-6 i 13-9 12-6 10-11 15-6 14-1 12-3 i

600S250-54 33 16-1 14-7 12-4 17-5 15-1 i 12-4 i 14-7 13-3 11-7 16-4 14-10 i 12-4 i

600S250-54 50 16-0 14-6 12-8 17-11 16-3 14-3 i 14-6 13-2 11-6 16-3 14-9 12-11 i

600S300-54 33 16-10 15-3 13-1 18-6 i 16-0 i 13-1 i 15-3 13-11 12-1 17-2 15-7 i 13-1 i

600S300-54 50 16-7 15-1 13-2 18-8 16-11 14-9 i 15-1 13-8 12-0 16-11 15-5 13-5 i

600S137-68 33 15-0 13-7 11-8 16-6 14-3 11-8 13-7 12-4 10-10 15-4 13-11 11-8

600S137-68 50 15-0 13-7 11-11 16-10 15-4 13-4 13-7 12-4 10-10 15-4 13-11 12-2

600S162-68 33 15-8 14-3 12-5 17-7 15-3 12-5 14-3 12-11 11-3 16-0 14-6 12-5

600S162-68 50 15-8 14-3 12-5 17-7 16-0 13-11 14-3 12-11 11-3 16-0 14-6 12-8

600S200-68 33 16-4 14-10 12-11 18-4 16-2 13-2 14-10 13-6 11-9 16-8 15-1 13-2

600S200-68 50 16-4 14-10 12-11 18-4 16-8 14-6 14-10 13-6 11-9 16-8 15-1 13-2

600S250-68 33 17-3 15-8 13-8 19-5 17-4 14-2 i 15-8 14-3 12-5 17-7 16-0 14-0 i

600S250-68 50 17-3 15-8 13-8 19-5 17-7 15-5 15-8 14-3 12-5 17-7 16-0 14-0

600S300-68 33 18-1 16-5 14-4 20-4 18-0 14-8 i 16-5 14-11 13-0 18-6 16-9 14-8 i

600S300-68 50 18-0 16-5 14-4 20-3 18-5 16-1 16-5 14-11 13-0 18-5 16-9 14-7

600S162-97 33 17-5 15-10 13-10 19-7 17-10 14-7 15-10 14-5 12-7 17-10 16-2 14-1

600S162-97 50 17-5 15-10 13-10 19-7 17-10 15-6 15-10 14-5 12-7 17-10 16-2 14-1

600S200-97 33 18-2 16-6 14-5 20-5 18-7 15-7 16-6 15-0 13-1 18-7 16-10 14-9

600S200-97 50 18-2 16-6 14-5 20-5 18-7 16-3 16-6 15-0 13-1 18-7 16-10 14-9

600S250-97 33 19-3 17-6 15-3 21-8 19-8 17-0 17-6 15-11 13-11 19-8 17-10 15-7

600S250-97 50 19-3 17-6 15-3 21-8 19-8 17-2 17-6 15-11 13-11 19-8 17-10 15-7

600S300-97 33 20-3 18-4 16-0 22-8 20-7 18-0 18-4 16-8 14-7 20-7 18-9 16-4

600S300-97 50 20-3 18-4 16-0 22-8 20-7 18-0 18-4 16-8 14-7 20-7 18-9 16-4







Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



800S137-33 33 13-2 e 11-5 e 9-1 e 13-2 a 10-11 a 7-3 a 13-2 e 11-5 e 9-1 e 13-2 a 10-11 a 7-3 a

800S162-33 33 14-0 e 12-1 e 9-1 e 14-0 a 10-11 a 7-3 a 14-0 e 12-1 e 9-1 e 14-0 a 10-11 a 7-3 a

800S200-33 33 14-2 e 12-3 e 9-1 e 14-2 a 10-11 a 7-3 a 14-2 e 12-3 e 9-1 e 14-2 a 10-11 a 7-3 a

800S137-43 33 16-5 e 14-2 e 11-7 e 16-5 i 14-2 i 11-7 a 14-11 e 13-7 e 11-7 e 16-5 i 14-2 i 11-7 a

800S162-43 33 17-1 e 15-1 e 12-3 e 17-5 i 15-1 a 12-3 a 15-6 e 14-1 e 12-3 e 17-5 i 15-1 a 12-3 a

800S200-43 33 17-2 e 14-11 e 12-2 e 17-2 i 14-11 a 12-2 a 16-1 e 14-8 e 12-2 e 17-2 i 14-11 a 12-2 a

800S250-43 33 18-6 e 16-0 e 13-1 e 18-6 i 16-0 a 13-1 a 16-11 e 15-5 e 13-1 e 18-6 i 16-0 a 13-1 a

800S300-43 33 19-5 e 16-11 e 13-9 e 19-6 i 16-11 a 13-9 a 17-8 e 16-0 e 13-9 e 19-6 i 16-11 a 13-9 a

800S137-54 33 17-8 15-10 12-11 e 18-3 i 15-10 i 12-11 i 16-1 14-7 12-9 e 18-0 i 15-10 i 12-11 i

800S137-54 50 17-8 16-1 14-0 19-10 18-0 i 15-9 i 16-1 14-7 12-9 18-0 16-5 14-4 i

800S162-54 33 18-5 16-8 13-8 e 19-4 i 16-9 i 13-8 i 16-8 15-2 13-3 e 18-9 i 16-9 i 13-8 i

800S162-54 50 18-5 16-8 14-7 20-8 18-9 i 16-4 i 16-8 15-2 13-3 18-9 17-0 i 14-10 i

800S200-54 33 19-1 17-4 14-3 e 20-2 i 17-5 i 14-3 i 17-4 15-9 13-9 e 19-5 i 17-5 i 14-3 i

800S200-54 50 19-1 17-4 15-2 21-5 19-5 i 16-4 i 17-4 15-9 13-9 19-5 17-8 i 15-5 i

800S250-54 33 20-1 18-3 14-11 e 21-2 i 18-4 i 14-11 i 18-3 16-7 14-6 e 20-6 i 18-4 i 14-11 i

800S250-54 50 20-0 18-2 15-10 e 22-5 i 20-5 i 17-5 i 18-2 16-6 14-5 20-5 18-6 i 16-2 i

800S300-54 33 21-0 19-1 e 15-10 e 22-5 i 19-5 i 15-10 i 19-1 17-4 15-1 e 21-5 i 19-5 i 15-10 i

800S300-54 50 20-9 18-10 16-6 e 23-4 i 21-2 i 18-3 i 18-10 17-1 14-11 21-2 19-3 i 16-10 i

800S137-68 33 19-0 17-3 14-5 20-5 17-8 14-5 i 17-3 15-8 13-8 19-5 17-7 14-5 i

800S137-68 50 19-0 17-3 15-1 21-4 19-5 16-11 17-3 15-8 13-8 19-5 17-7 15-5

800S162-68 33 19-9 17-11 15-3 21-7 18-8 15-3 i 17-11 16-4 14-3 20-2 18-4 15-3 i

800S162-68 50 19-9 17-11 15-8 22-2 20-2 17-7 17-11 16-4 14-3 20-2 18-4 16-0

800S200-68 33 20-6 18-8 16-1 22-10 19-9 16-1 i 18-8 16-11 14-9 20-11 19-0 16-1 i

800S200-68 50 20-6 18-8 16-3 23-1 20-11 18-3 i 18-8 16-11 14-9 20-11 19-0 16-7

800S250-68 33 21-7 19-8 17-2 24-3 21-0 i 17-2 i 19-8 17-10 15-7 22-1 20-0 i 17-2 i

800S250-68 50 21-7 19-8 17-2 24-3 22-1 19-3 i 19-8 17-10 15-7 22-1 20-0 17-6

800S300-68 33 22-7 20-6 17-9 25-2 21-9 i 17-9 i 20-6 18-8 16-3 23-0 20-11 i 17-9 i

800S300-68 50 22-6 20-5 17-10 25-3 22-11 20-0 i 20-5 18-7 16-3 22-11 20-10 18-2 i

800S162-97 33 22-1 20-0 17-6 24-9 22-1 18-0 20-0 18-2 15-11 22-6 20-5 17-10

800S162-97 50 22-1 20-0 17-6 24-9 22-6 19-8 20-0 18-2 15-11 22-6 20-5 17-10

800S200-97 33 22-11 20-10 18-2 25-9 23-4 19-1 20-10 18-11 16-6 23-4 21-3 18-7

800S200-97 50 22-11 20-10 18-2 25-9 23-4 20-5 20-10 18-11 16-6 23-4 21-3 18-7

800S250-97 33 24-2 21-11 19-2 27-1 24-8 20-7 21-11 19-11 17-5 24-8 22-5 19-7

800S250-97 50 24-2 21-11 19-2 27-1 24-8 21-6 21-11 19-11 17-5 24-8 22-5 19-7

800S300-97 33 25-3 22-11 20-0 28-4 25-9 21-11 22-11 20-10 18-2 25-9 23-5 20-5

800S300-97 50 25-3 22-11 20-0 28-4 25-9 22-6 22-11 20-10 18-2 25-9 23-5 20-5





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



925S137-33 33 14-1 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a 14-1 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a

925S162-33 33 15-0 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a 15-0 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a

925S200-33 33 15-3 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a 15-3 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a

925S137-43 33 17-6 e 15-2 e 12-5 e 17-6 i 15-2 a 12-5 a 16-10 e 15-2 e 12-5 e 17-6 i 15-2 a 12-5 a

925S162-43 33 18-7 e 16-1 e 13-2 e 18-7 a 16-1 a 13-2 a 17-6 e 15-11 e 13-2 e 18-7 a 16-1 a 13-2 a

925S200-43 33 18-4 e 15-11 e 13-0 e 18-4 a 15-11 a 13-0 a 18-1 e 15-11 e 13-0 e 18-4 a 15-11 a 13-0 a

925S250-43 33 19-9 e 17-1 e 14-0 e 19-9 a 17-1 a 13-11 a 19-0 e 17-1 e 14-0 e 19-9 a 17-1 a 13-11 a

925S300-43 33 20-11 e 18-1 e 14-9 e 20-11 a 18-1 a 13-11 a 19-9 e 18-0 e 14-9 e 20-11 a 18-1 a 13-11 a

925S137-54 33 20-0 17-8 14-5 e 20-5 i 17-8 i 14-5 i 18-2 16-6 14-5 e 20-4 i 17-8 i 14-5 i

925S137-54 50 20-0 18-2 15-10 e 22-5 i 20-4 i 16-10 i 18-2 16-6 14-5 20-4 18-6 i 16-2 i

925S162-54 33 20-9 18-8 e 15-3 e 21-7 i 18-8 i 15-3 i 18-10 17-1 14-11 e 21-2 i 18-8 i 15-3 i

925S162-54 50 20-9 18-10 16-5 e 23-3 i 21-2 i 17-10 i 18-10 17-1 14-11 e 21-2 19-2 i 16-9 i

925S200-54 33 21-5 19-4 e 15-10 e 22-4 i 19-4 i 15-10 a 19-6 17-8 15-5 e 21-10 i 19-4 i 15-10 a

925S200-54 50 21-5 19-6 17-0 e 24-1 i 21-5 i 17-6 i 19-6 17-8 15-5 e 21-10 i 19-10 i 17-4 i

925S250-54 33 22-6 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a 20-5 18-7 e 16-3 e 23-0 i 20-3 i 16-7 a

925S250-54 50 22-6 20-5 17-10 e 25-3 i 22-10 i 18-8 i 20-5 18-6 16-2 e 22-11 i 20-10 i 18-2 i

925S300-54 33 23-6 21-4 e 17-6 e 24-9 i 21-5 i 17-6 a 21-4 19-5 e 16-11 e 24-0 i 21-5 i 17-6 a

925S300-54 50 23-4 21-2 18-6 e 26-2 i 23-9 i 19-6 i 21-2 19-3 16-9 e 23-9 i 21-7 i 18-10 i

925S137-68 33 21-6 19-6 16-1 22-9 19-8 i 16-1 i 19-6 17-9 15-6 21-11 19-8 i 16-1 i

925S137-68 50 21-6 19-6 17-0 24-1 21-11 19-2 i 19-6 17-9 15-6 21-11 19-11 17-5 i

925S162-68 33 22-3 20-3 17-0 24-1 20-10 i 17-0 i 20-3 18-5 16-1 22-9 20-8 i 17-0 i

925S162-68 50 22-3 20-3 17-8 25-0 22-9 19-10 i 20-3 18-5 16-1 22-9 20-8 18-0 i

925S200-68 33 23-1 21-0 17-11 25-4 21-11 i 17-11 i 21-0 19-1 16-8 23-6 21-5 i 17-11 i

925S200-68 50 23-1 21-0 18-4 25-11 23-6 20-7 i 21-0 19-1 16-8 23-6 21-5 18-8 i

925S250-68 33 24-3 22-0 19-0 26-10 i 23-3 i 19-0 i 22-0 20-0 17-6 24-9 22-6 i 19-0 i

925S250-68 50 24-3 22-0 19-3 27-3 24-9 21-7 i 22-0 20-0 17-6 24-9 22-6 19-7 i

925S300-68 33 25-4 23-0 19-7 27-9 i 24-0 i 19-7 i 23-0 20-10 18-3 25-10 i 23-5 i 19-7 i

925S300-68 50 25-2 22-11 20-0 28-3 25-8 22-5 i 22-11 20-9 18-2 25-8 23-4 20-5 i

925S162-97 33 24-11 22-7 19-9 27-11 24-7 20-1 22-7 20-6 17-11 25-5 23-1 20-1

925S162-97 50 24-11 22-7 19-9 27-11 25-5 22-2 22-7 20-6 17-11 25-5 23-1 20-2

925S200-97 33 25-9 23-5 20-5 28-11 25-11 21-2 23-5 21-3 18-7 26-4 23-11 20-10

925S200-97 50 25-9 23-5 20-5 28-11 26-4 23-0 23-5 21-3 18-7 26-4 23-11 20-10

925S250-97 33 27-1 24-7 21-6 30-5 27-8 22-10 24-7 22-4 19-6 27-8 25-1 21-11

925S250-97 50 27-1 24-7 21-6 30-5 27-8 24-2 24-7 22-4 19-6 27-8 25-1 21-11

925S300-97 33 28-4 25-8 22-5 31-9 28-10 24-2 25-8 23-4 20-5 28-10 26-3 22-11

925S300-97 50 28-4 25-8 22-5 31-9 28-10 25-3 25-8 23-4 20-5 28-10 26-3 22-11





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1000S137-33 33 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a

1000S162-33 33 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a

1000S200-33 33 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a

1000S137-43 33 18-2 e 15-8 e 12-10 e 18-2 a 15-8 a 12-10 a 18-0 e 15-8 e 12-10 e 18-2 a 15-8 a 12-10 a

1000S162-43 33 19-3 e 16-8 e 13-7 e 19-3 a 16-8 a 12-10 a 18-8 e 16-8 e 13-7 e 19-3 a 16-8 a 12-10 a

1000S200-43 33 19-0 e 16-6 e 13-5 e 19-0 a 16-6 a 12-10 a 19-0 e 16-6 e 13-5 e 19-0 a 16-6 a 12-10 a

1000S250-43 33 20-6 e 17-9 e 14-6 e 20-6 a 17-9 a 12-10 a 20-3 e 17-9 e 14-6 e 20-6 a 17-9 a 12-10 a

1000S300-43 33 21-8 e 18-10 e 15-4 e 21-8 a 18-10 a 12-10 a 21-1 e 18-10 e 15-4 e 21-8 a 18-10 a 12-10 a

1000S137-54 33 21-4 18-9 e 15-4 e 21-8 i 18-9 i 15-4 a 19-5 17-7 e 15-4 e 21-8 i 18-9 i 15-4 a

1000S137-54 50 21-4 19-5 16-11 e 23-11 i 21-4 i 17-5 i 19-5 17-7 15-4 e 21-9 i 19-9 i 17-3 i

1000S162-54 33 22-1 19-9 e 16-2 e 22-10 i 19-9 i 16-2 a 20-1 18-3 e 15-11 e 22-6 i 19-9 i 16-2 a

1000S162-54 50 22-1 20-1 17-6 e 24-10 i 22-6 i 18-5 i 20-1 18-3 15-11 e 22-6 i 20-6 i 17-11 i

1000S200-54 33 22-10 e 20-5 e 16-8 e 23-7 i 20-5 i 16-8 a 20-9 18-10 e 16-6 e 23-4 i 20-5 i 16-8 a

1000S200-54 50 22-10 20-9 18-1 e 25-8 i 22-2 i 18-1 i 20-9 18-10 16-6 e 23-4 i 21-2 i 18-1 i

1000S250-54 33 24-0 e 21-2 e 17-3 e 24-5 i 21-2 i 17-3 a 21-9 19-9 e 17-3 e 24-5 i 21-2 i 17-3 a

1000S250-54 50 23-11 21-9 e 19-0 e 26-11 i 23-8 i 19-4 a 21-9 19-9 17-3 e 24-5 i 22-2 i 19-4 a

1000S300-54 33 25-0 e 22-3 e 18-2 e 25-8 i 22-3 i 18-2 a 22-8 20-7 e 18-0 e 25-6 i 22-3 i 18-2 a

1000S300-54 50 24-10 22-6 e 19-8 e 27-10 i 24-10 i 20-3 a 22-6 20-6 17-11 e 25-4 i 23-0 i 20-1 a

1000S137-68 33 22-11 20-10 17-1 24-2 20-11 i 17-1 i 20-10 18-11 16-6 23-5 20-11 i 17-1 i

1000S137-68 50 22-11 20-10 18-2 25-9 23-5 20-5 i 20-10 18-11 16-6 23-5 21-3 18-7 i

1000S162-68 33 23-9 21-7 18-0 25-6 i 22-1 i 18-0 i 21-7 19-7 17-2 24-3 22-0 i 18-0 i

1000S162-68 50 23-9 21-7 18-10 26-8 24-3 21-2 i 21-7 19-7 17-2 24-3 22-0 19-3 i

1000S200-68 33 24-7 22-4 18-11 26-9 i 23-2 i 18-11 i 22-4 20-4 17-9 25-1 22-9 i 18-11 i

1000S200-68 50 24-7 22-4 19-6 27-7 25-1 21-11 i 22-4 20-4 17-9 25-1 22-9 19-11 i

1000S250-68 33 25-10 23-5 20-1 e 28-4 i 24-7 i 20-1 i 23-5 21-3 18-7 26-4 i 23-11 i 20-1 i

1000S250-68 50 25-10 23-5 20-6 29-0 26-4 i 23-0 i 23-5 21-3 18-7 26-4 23-11 20-11 i

1000S300-68 33 26-11 24-5 20-8 e 29-4 i 25-4 i 20-8 i 24-5 22-2 19-5 e 27-5 i 24-11 i 20-8 i

1000S300-68 50 26-10 24-4 21-3 30-1 27-4 i 23-11 i 24-4 22-1 19-4 27-4 24-10 21-8 i

1000S162-97 33 26-7 24-2 21-1 29-10 26-1 21-3 24-2 21-11 19-2 27-1 24-7 21-3

1000S162-97 50 26-7 24-2 21-1 29-10 27-1 23-8 24-2 21-11 19-2 27-1 24-7 21-6

1000S200-97 33 27-6 25-0 21-10 30-10 27-5 22-5 25-0 22-8 19-10 28-0 25-6 22-3

1000S200-97 50 27-6 25-0 21-10 30-10 28-0 24-6 25-0 22-8 19-10 28-0 25-6 22-3

1000S250-97 33 28-10 26-3 22-11 32-5 29-5 24-1 26-3 23-10 20-10 29-5 26-9 23-4

1000S250-97 50 28-10 26-3 22-11 32-5 29-5 25-9 26-3 23-10 20-10 29-5 26-9 23-4

1000S300-97 33 30-1 27-4 23-11 33-10 30-8 25-6 27-4 24-10 21-8 30-8 27-11 24-4

1000S300-97 50 30-1 27-4 23-11 33-10 30-8 26-10 27-4 24-10 21-8 30-8 27-11 24-4





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1125S137-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a

1125S162-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a

1125S200-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a

1125S137-43 33 19-1 e 16-7 e 13-6 e 19-1 a 16-7 a 11-5 a 19-1 e 16-7 e 13-6 e 19-1 a 16-7 a 11-5 a

1125S162-43 33 20-4 e 17-7 e 14-3 e 20-4 a 17-1 a 11-5 a 20-4 e 17-7 e 14-3 e 20-4 a 17-1 a 11-5 a

1125S200-43 33 20-1 e 17-5 e 14-2 e 20-1 a 17-1 a 11-5 a 20-1 e 17-5 e 14-2 e 20-1 a 17-1 a 11-5 a

1125S250-43 33 21-8 e 18-9 e 14-3 e 21-8 a 17-1 a 11-5 a 21-8 e 18-9 e 14-3 e 21-8 a 17-1 a 11-5 a

1125S300-43 33 23-0 e 19-11 e 14-3 e 22-10 a 17-1 a 11-5 a 23-0 e 19-11 e 14-3 e 22-10 a 17-1 a 11-5 a

1125S137-54 33 22-10 e 19-9 e 16-1 e 22-10 i 19-9 i 16-1 a 21-5 19-6 e 16-1 e 22-10 i 19-9 i 16-1 a

1125S137-54 50 23-7 21-5 e 18-4 e 26-0 i 22-6 i 18-4 a 21-5 19-6 17-0 e 24-1 i 21-10 i 18-4 a

1125S162-54 33 24-1 e 20-10 e 17-0 e 24-1 i 20-10 i 17-0 a 22-2 e 20-1 e 17-0 e 24-1 i 20-10 i 17-0 a

1125S162-54 50 24-5 22-2 e 19-4 e 27-5 i 23-10 i 19-6 a 22-2 20-1 17-7 e 24-10 i 22-7 i 19-6 a

1125S200-54 33 24-10 e 21-6 e 17-6 e 24-10 i 21-6 i 17-6 a 22-10 e 20-9 e 17-6 e 24-10 i 21-6 i 17-6 a

1125S200-54 50 25-2 22-10 e 19-2 e 27-1 i 23-6 i 19-2 a 22-10 20-9 e 18-2 e 25-8 i 23-4 i 19-2 a

1125S250-54 33 25-9 e 22-4 e 18-2 e 25-9 i 22-4 a 18-2 a 23-11 e 21-9 e 18-2 e 25-9 i 22-4 a 18-2 a

1125S250-54 50 26-4 23-11 e 20-5 e 28-11 i 25-1 i 20-5 a 23-11 21-9 e 19-0 e 26-10 i 24-5 i 20-5 a

1125S300-54 33 27-1 e 23-6 e 19-2 e 27-1 i 23-6 a 19-2 a 24-11 e 22-7 e 19-2 e 27-1 i 23-6 a 19-2 a

1125S300-54 50 27-3 e 24-9 e 21-6 e 30-5 i 26-4 i 21-6 a 24-9 22-6 e 19-8 e 27-10 i 25-3 i 21-6 a

1125S137-68 33 25-5 22-11 18-9 e 26-6 i 22-11 i 18-9 i 23-1 20-11 18-3 25-11 i 22-11 i 18-9 i

1125S137-68 50 25-5 23-1 20-2 28-6 25-11 i 22-4 i 23-1 20-11 18-3 25-11 23-6 20-6 i

1125S162-68 33 26-3 23-10 19-8 e 27-10 i 24-1 i 19-8 i 23-10 21-8 18-11 e 26-9 i 24-1 i 19-8 i

1125S162-68 50 26-3 23-10 20-10 29-6 26-9 i 23-5 i 23-10 21-8 18-11 26-9 24-4 21-3 i

1125S200-68 33 27-1 24-7 20-8 e 29-2 i 25-3 i 20-8 i 24-7 22-4 19-6 e 27-8 i 25-1 i 20-8 i

1125S200-68 50 27-1 24-7 21-6 30-5 27-8 i 24-0 i 24-7 22-4 19-6 27-8 25-1 i 21-11 i

1125S250-68 33 28-4 25-9 21-10 e 30-10 i 26-8 i 21-10 i 25-9 23-5 20-5 e 28-11 i 26-3 i 21-10 i

1125S250-68 50 28-4 25-9 22-6 31-10 28-11 i 24-3 i 25-9 23-5 20-5 28-11 26-3 i 22-11 i

1125S300-68 33 29-6 26-10 22-6 e 31-10 i 27-7 i 22-6 i 26-10 24-4 21-3 e 30-1 i 27-4 i 22-6 i

1125S300-68 50 29-6 26-9 23-5 e 33-1 i 30-1 i 25-7 i 26-9 24-4 21-3 30-1 27-4 i 23-10 i

1125S162-97 33 29-4 26-8 23-3 32-11 28-6 23-3 26-8 24-2 21-2 29-11 27-2 23-3

1125S162-97 50 29-4 26-8 23-3 32-11 29-11 26-2 26-8 24-2 21-2 29-11 27-2 23-9

1125S200-97 33 30-4 27-6 24-0 34-0 29-11 24-5 27-6 25-0 21-10 30-11 28-1 24-5

1125S200-97 50 30-4 27-6 24-0 34-0 30-11 27-0 27-6 25-0 21-10 30-11 28-1 24-6

1125S250-97 33 31-9 28-10 25-2 35-8 32-1 26-2 i 28-10 26-2 22-11 32-5 29-5 25-8 i

1125S250-97 50 31-9 28-10 25-2 35-8 32-5 28-3 28-10 26-2 22-11 32-5 29-5 25-8

1125S300-97 33 33-1 30-0 26-3 37-1 33-9 27-8 i 30-0 27-3 23-10 33-9 30-7 26-9 i

1125S300-97 50 33-1 30-0 26-3 37-1 33-9 29-5 30-0 27-3 23-10 33-9 30-7 26-9





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1200S137-33 33 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a

1200S162-33 33 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a

1200S200-33 33 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a

1200S137-43 33 19-8 e 17-1 e 13-4 e 19-8 a 16-0 a 10-8 a 19-8 e 17-1 e 13-4 e 19-8 a 16-0 a 10-8 a

1200S162-43 33 20-11 e 18-2 e 13-4 e 20-11 a 16-0 a 10-8 a 20-11 e 18-2 e 13-4 e 20-11 a 16-0 a 10-8 a

1200S200-43 33 20-9 e 17-11 e 13-4 e 20-9 a 16-0 a 10-8 a 20-9 e 17-11 e 13-4 e 20-9 a 16-0 a 10-8 a

1200S250-43 33 22-5 e 19-5 e 13-4 e 21-4 a 16-0 a 10-8 a 22-5 e 19-5 e 13-4 e 21-4 a 16-0 a 10-8 a

1200S300-43 33 23-9 e 20-0 e 13-4 e 21-4 a 16-0 a 10-8 a 23-9 e 20-0 e 13-4 e 21-4 a 16-0 a 10-8 a

1200S137-54 33 23-5 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a 22-8 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a

1200S137-54 50 24-11 22-8 e 18-11 e 26-9 i 23-2 i 18-11 a 22-8 20-7 e 18-0 e 25-5 i 23-1 i 18-11 a

1200S162-54 33 24-9 e 21-5 e 17-6 e 24-9 i 21-5 a 17-6 a 23-5 e 21-3 e 17-6 e 24-9 i 21-5 a 17-6 a

1200S162-54 50 25-9 23-5 e 20-1 e 28-5 i 24-7 i 20-1 a 23-5 21-3 e 18-7 e 26-3 i 23-10 i 20-1 a

1200S200-54 33 25-6 e 22-1 e 18-0 e 25-6 i 22-1 a 18-0 a 24-1 e 21-11 e 18-0 e 25-6 i 22-1 a 18-0 a

1200S200-54 50 26-7 e 24-1 e 19-9 e 28-0 i 24-2 i 19-9 a 24-1 21-11 e 19-2 e 27-1 i 24-2 i 19-9 a

1200S250-54 33 26-6 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a 25-3 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a

1200S250-54 50 27-9 e 25-3 e 21-1 e 29-10 i 25-10 i 21-1 a 25-3 22-11 e 20-0 e 28-4 i 25-9 i 21-1 a

1200S300-54 33 27-11 e 24-2 e 19-9 e 27-11 a 24-2 a 19-9 a 26-2 e 23-10 e 19-9 e 27-11 a 24-2 a 19-9 a

1200S300-54 50 28-9 e 26-2 e 22-2 e 31-4 i 27-2 a 21-2 a 26-2 e 23-9 e 20-9 e 29-4 i 26-8 a 21-2 a

1200S137-68 33 26-10 24-2 19-8 e 27-11 i 24-2 i 19-8 i 24-4 22-2 19-4 e 27-4 i 24-2 i 19-8 i

1200S137-68 50 26-10 24-4 21-3 30-2 27-4 i 22-11 i 24-4 22-2 19-4 27-4 24-10 i 21-9 i

1200S162-68 33 27-9 25-2 20-8 e 29-3 i 25-4 i 20-8 i 25-2 22-10 20-0 e 28-3 i 25-4 i 20-8 i

1200S162-68 50 27-9 25-2 22-0 31-1 28-3 i 24-3 i 25-2 22-10 20-0 28-3 25-8 i 22-5 i

1200S200-68 33 28-7 26-0 21-8 e 30-7 i 26-6 i 21-8 i 26-0 23-7 20-7 e 29-2 i 26-6 i 21-8 i

1200S200-68 50 28-7 26-0 22-8 e 32-1 29-2 i 24-8 i 26-0 23-7 20-7 29-2 26-6 i 23-2 i

1200S250-68 33 29-11 27-2 e 22-10 e 32-4 i 28-0 i 22-10 i 27-2 24-8 21-7 e 30-6 i 27-8 i 22-10 i

1200S250-68 50 29-11 27-2 23-9 e 33-7 i 30-6 i 25-0 i 27-2 24-8 21-7 30-6 27-8 i 24-2 i

1200S300-68 33 31-1 28-3 e 23-6 e 33-3 i 28-9 i 23-6 i 28-3 25-8 22-5 e 31-8 i 28-9 i 23-6 i

1200S300-68 50 31-1 28-3 24-8 e 34-11 i 31-8 i 26-5 i 28-3 25-8 22-5 31-8 28-10 i 25-2 i

1200S162-97 33 31-0 28-2 24-5 34-7 30-0 24-5 28-2 25-7 22-4 31-7 28-9 24-5

1200S162-97 50 31-0 28-2 24-7 34-10 31-7 27-7 28-2 25-7 22-4 31-7 28-9 25-1

1200S200-97 33 32-0 29-1 25-4 35-11 31-5 25-8 i 29-1 26-5 23-1 32-7 29-8 25-8 i

1200S200-97 50 32-0 29-1 25-4 35-11 32-7 28-6 29-1 26-5 23-1 32-7 29-8 25-11

1200S250-97 33 33-5 30-5 26-6 37-7 33-7 27-5 i 30-5 27-7 24-1 34-1 31-0 27-1 i

1200S250-97 50 33-5 30-5 26-6 37-7 34-1 29-10 30-5 27-7 24-1 34-1 31-0 27-1

1200S300-97 33 34-10 31-7 27-7 39-1 35-6 28-11 i 31-7 28-9 25-1 35-6 32-3 28-2 i

1200S300-97 50 34-10 31-7 27-7 39-1 35-6 31-0 31-7 28-9 25-1 35-6 32-3 28-2





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a

1400S162-33 33 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a

1400S200-33 33 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a

1400S137-43 33 21-2 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 21-2 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a

1400S162-43 33 22-6 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-6 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a

1400S200-43 33 22-4 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-4 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a

1400S250-43 33 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a

1400S300-43 33 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a

1400S137-54 33 25-1 e 21-8 e 17-8 e 25-1 a 21-8 a 17-8 a 25-1 e 21-8 e 17-8 e 25-1 a 21-8 a 17-8 a

1400S137-54 50 27-9 e 24-11 e 20-4 e 28-9 i 24-11 a 18-0 a 25-3 e 22-11 e 20-0 e 28-4 i 24-11 a 18-0 a

1400S162-54 33 26-6 e 22-11 e 18-9 e 26-6 a 22-11 a 18-0 a 26-6 e 22-11 e 18-9 e 26-6 a 22-11 a 18-0 a

1400S162-54 50 28-8 e 26-0 e 21-7 e 30-7 i 26-5 a 18-0 a 26-0 e 23-8 e 20-8 e 29-3 i 26-5 a 18-0 a

1400S200-54 33 27-4 e 23-8 e 19-4 e 27-4 a 23-8 a 18-0 a 27-4 e 23-8 e 19-4 e 27-4 a 23-8 a 18-0 a

1400S200-54 50 29-10 e 26-1 e 21-3 e 30-2 i 26-1 a 18-0 a 27-2 e 24-8 e 21-3 e 30-2 i 26-1 a 18-0 a

1400S250-54 33 28-6 e 24-8 e 20-1 e 28-6 a 24-8 a 18-0 a 28-6 e 24-8 e 20-1 e 28-6 a 24-8 a 18-0 a

1400S250-54 50 31-2 e 27-10 e 22-7 e 32-2 a 27-1 a 18-0 a 28-4 e 25-9 e 22-6 e 31-10 a 27-1 a 18-0 a

1400S300-54 33 30-1 e 26-0 e 21-3 e 30-1 a 26-0 a 18-0 a 29-8 e 26-0 e 21-3 e 30-1 a 26-0 a 18-0 a

1400S300-54 50 32-5 e 29-4 e 22-7 e 33-10 a 27-1 a 18-0 a 29-5 e 26-9 e 22-7 e 33-0 a 27-1 a 18-0 a

1400S137-68 33 30-3 26-2 e 21-5 e 30-3 i 26-2 i 21-5 i 27-10 25-4 e 21-5 e 30-3 i 26-2 i 21-5 i

1400S137-68 50 30-8 27-10 24-4 e 34-5 i 30-1 i 24-6 i 27-10 25-4 22-1 e 31-4 i 28-5 i 24-6 i

1400S162-68 33 31-7 27-6 e 22-6 e 31-9 i 27-6 i 22-6 a 28-9 26-1 e 22-6 e 31-9 i 27-6 i 22-6 a

1400S162-68 50 31-7 28-9 25-1 e 35-6 i 31-9 i 25-11 i 28-9 26-1 22-9 e 32-3 i 29-4 i 25-7 i

1400S200-68 33 32-6 28-9 e 23-6 e 33-3 i 28-9 i 23-6 a 29-7 26-10 e 23-5 e 33-2 i 28-9 i 23-6 a

1400S200-68 50 32-6 29-7 25-10 e 36-6 i 32-5 i 26-5 i 29-7 26-10 23-5 e 33-2 i 30-2 i 26-4 i

1400S250-68 33 33-11 e 30-2 e 24-8 e 34-10 i 30-2 i 24-8 a 30-10 28-0 e 24-5 e 34-7 i 30-2 i 24-8 a

1400S250-68 50 33-11 30-10 26-10 e 38-0 i 32-10 i 26-10 i 30-10 28-0 24-5 e 34-7 i 31-5 i 26-10 i

1400S300-68 33 35-2 e 30-10 e 25-2 e 35-7 i 30-10 i 25-2 a 32-0 29-0 e 25-2 e 35-7 i 30-10 i 25-2 a

1400S300-68 50 35-2 32-0 e 27-11 e 39-6 i 34-10 i 28-5 a 32-0 29-0 25-4 e 35-11 i 32-7 i 28-5 a

1400S162-97 33 35-4 32-2 27-7 39-1 33-10 27-7 i 32-2 29-2 25-6 36-1 32-9 27-7 i

1400S162-97 50 35-4 32-2 28-1 39-9 36-1 31-6 32-2 29-2 25-6 36-1 32-9 28-7

1400S200-97 33 36-5 33-1 28-10 40-10 35-4 28-10 i 33-1 30-1 26-3 37-2 33-9 28-10 i

1400S200-97 50 36-5 33-1 28-11 40-11 37-2 32-5 33-1 30-1 26-3 37-2 33-9 29-6

1400S250-97 33 38-0 34-6 30-2 42-8 37-8 i 30-9 i 34-6 31-4 27-4 38-9 35-2 30-9 i

1400S250-97 50 38-0 34-6 30-2 42-8 38-9 33-10 i 34-6 31-4 27-4 38-9 35-2 30-9

1400S300-97 33 39-5 35-10 31-3 44-3 39-7 i 32-4 i 35-10 32-6 28-5 40-2 36-6 i 31-11 i

1400S300-97 50 39-5 35-10 31-3 44-3 40-2 35-1 i 35-10 32-6 28-5 40-2 36-6 31-11





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24

600S137-33 33 10-6 e 9-1 e 7-5 e 10-6 a 9-1 a 7-5 a 10-1 e 9-1 e 7-5 e 10-6 a 9-1 a 7-5 a

600S162-33 33 11-2 e 9-8 e 7-10 e 11-2 a 9-8 a 7-10 a 10-6 e 9-6 e 7-10 e 11-2 a 9-8 a 7-10 a

600S200-33 33 11-4 e 9-9 e 8-0 e 11-4 a 9-9 a 8-0 a 10-11 e 9-9 e 8-0 e 11-4 a 9-9 a 8-0 a

600S137-43 33 12-1 10-6 e 8-7 e 12-2 i 10-6 i 8-7 i 10-11 9-11 8-7 e 12-2 i 10-6 i 8-7 i

600S162-43 33 12-7 11-2 e 9-2 e 12-11 i 11-2 i 9-2 i 11-5 10-5 e 9-1 e 12-10 i 11-2 i 9-2 i

600S200-43 33 13-0 11-3 e 9-2 e 13-0 i 11-3 i 9-2 a 11-11 10-10 e 9-2 e 13-0 i 11-3 i 9-2 a

600S250-43 33 13-10 e 12-2 e 9-11 e 14-1 i 12-2 i 9-11 a 12-7 11-5 e 9-11 e 14-1 i 12-2 i 9-11 a

600S300-43 33 14-5 e 12-11 e 10-6 e 14-11 i 12-11 i 10-6 a 13-1 11-11 e 10-5 e 14-9 i 12-11 i 10-6 a

600S137-54 33 12-11 11-8 9-7 13-6 11-8 i 9-7 i 11-9 10-8 9-4 13-3 11-8 i 9-7 i

600S137-54 50 12-11 11-9 10-3 14-7 13-3 11-6 i 11-9 10-8 9-4 13-3 12-0 10-6 i

600S162-54 33 13-6 12-3 10-2 14-5 12-6 i 10-2 i 12-3 11-2 9-9 13-9 12-6 i 10-2 i

600S162-54 50 13-6 12-3 10-9 15-2 13-9 12-1 i 12-3 11-2 9-9 13-9 12-6 10-11 i

600S200-54 33 14-1 12-10 10-8 15-1 i 13-1 i 10-8 i 12-10 11-7 10-2 14-4 13-1 i 10-8 i

600S200-54 50 14-1 12-10 11-2 15-10 14-4 12-4 i 12-10 11-7 10-2 14-4 13-1 11-5 i

600S250-54 33 14-11 13-6 11-3 15-11 i 13-9 i 11-3 i 13-6 12-3 10-9 15-2 i 13-9 i 11-3 i

600S250-54 50 14-10 13-5 11-9 16-8 15-1 i 13-2 i 13-5 12-3 10-8 15-1 13-9 12-0 i

600S300-54 33 15-7 14-2 11-11 e 16-10 i 14-7 i 11-11 i 14-2 12-11 11-3 15-11 i 14-6 i 11-11 i

600S300-54 50 15-5 14-0 12-3 17-4 15-9 i 13-9 i 14-0 12-9 11-1 15-9 14-3 12-6 i

600S137-68 33 13-11 12-8 10-7 15-1 13-0 10-7 12-8 11-6 10-0 14-2 12-11 10-7

600S137-68 50 13-11 12-8 11-0 15-8 14-2 12-5 12-8 11-6 10-0 14-2 12-11 11-3

600S162-68 33 14-6 13-2 11-4 16-1 13-11 11-4 13-2 12-0 10-6 14-10 13-6 11-4

600S162-68 50 14-6 13-2 11-6 16-4 14-10 12-11 13-2 12-0 10-6 14-10 13-6 11-9

600S200-68 33 15-2 13-9 12-0 17-0 14-9 12-1 i 13-9 12-6 10-11 15-5 14-0 12-1 i

600S200-68 50 15-2 13-9 12-0 17-0 15-5 13-6 13-9 12-6 10-11 15-5 14-0 12-3

600S250-68 33 16-0 14-7 12-8 18-0 15-10 12-11 i 14-7 13-3 11-7 16-4 14-10 12-11 i

600S250-68 50 16-0 14-7 12-8 18-0 16-4 14-3 14-7 13-3 11-7 16-4 14-10 13-0

600S300-68 33 16-10 15-3 13-4 18-10 16-5 13-5 i 15-3 13-10 12-1 17-2 15-7 13-5 i

600S300-68 50 16-9 15-2 13-3 18-10 17-1 14-11 15-2 13-10 12-1 17-1 15-6 13-7

600S162-97 33 16-2 14-8 12-10 18-2 16-4 13-4 14-8 13-4 11-8 16-6 15-0 13-1

600S162-97 50 16-2 14-8 12-10 18-2 16-6 14-5 14-8 13-4 11-8 16-6 15-0 13-1

600S200-97 33 16-11 15-4 13-5 19-0 17-3 14-3 15-4 13-11 12-2 17-3 15-8 13-8

600S200-97 50 16-11 15-4 13-5 19-0 17-3 15-1 15-4 13-11 12-2 17-3 15-8 13-8

600S250-97 33 17-11 16-3 14-2 20-1 18-3 15-6 16-3 14-9 12-11 18-3 16-7 14-6

600S250-97 50 17-11 16-3 14-2 20-1 18-3 15-11 16-3 14-9 12-11 18-3 16-7 14-6

600S300-97 33 18-9 17-1 14-11 21-1 19-2 16-7 17-1 15-6 13-6 19-2 17-5 15-2

600S300-97 50 18-9 17-1 14-11 21-1 19-2 16-9 17-1 15-6 13-6 19-2 17-5 15-2







Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



800S137-33 33 12-0 e 10-5 e 7-7 e 12-0 a 9-1 a 6-1 a 12-0 e 10-5 e 7-7 e 12-0 a 9-1 a 6-1 a

800S162-33 33 12-9 e 11-1 e 7-7 e 12-2 a 9-1 a 6-1 a 12-9 e 11-1 e 7-7 e 12-2 a 9-1 a 6-1 a

800S200-33 33 12-11 e 11-2 e 7-7 e 12-2 a 9-1 a 6-1 a 12-11 e 11-2 e 7-7 e 12-2 a 9-1 a 6-1 a

800S137-43 33 15-0 e 13-0 e 10-7 e 15-0 i 13-0 a 10-7 a 13-10 e 12-7 e 10-7 e 15-0 i 13-0 a 10-7 a

800S162-43 33 15-10 e 13-9 e 11-2 e 15-10 i 13-9 a 11-2 a 14-5 e 13-1 e 11-2 e 15-10 i 13-9 a 11-2 a

800S200-43 33 15-8 e 13-7 e 11-1 e 15-8 i 13-7 a 11-1 a 14-11 e 13-7 e 11-1 e 15-8 i 13-7 a 11-1 a

800S250-43 33 16-10 e 14-7 e 11-11 e 16-10 a 14-7 a 11-11 a 15-9 e 14-3 e 11-11 e 16-10 a 14-7 a 11-11 a

800S300-43 33 17-10 e 15-5 e 12-7 e 17-10 a 15-5 a 12-7 a 16-4 e 14-10 e 12-7 e 17-10 a 15-5 a 12-7 a

800S137-54 33 16-5 14-5 11-9 e 16-8 i 14-5 i 11-9 i 14-11 13-6 11-9 e 16-8 i 14-5 i 11-9 i

800S137-54 50 16-5 14-11 13-0 18-5 16-9 i 14-4 i 14-11 13-6 11-10 16-9 15-2 i 13-3 i

800S162-54 33 17-1 15-4 12-6 e 17-8 i 15-4 i 12-6 i 15-6 14-1 12-3 e 17-5 i 15-4 i 12-6 i

800S162-54 50 17-1 15-6 13-6 e 19-2 i 17-5 i 15-2 i 15-6 14-1 12-3 17-5 15-10 i 13-10 i

800S200-54 33 17-8 15-11 e 13-0 e 18-5 i 15-11 i 13-0 i 16-1 14-7 12-9 e 18-1 i 15-11 i 13-0 i

800S200-54 50 17-8 16-1 14-1 e 19-11 i 18-1 i 14-11 i 16-1 14-7 12-9 18-1 16-5 i 14-4 i

800S250-54 33 18-8 16-9 e 13-8 e 19-4 i 16-9 i 13-8 i 16-11 15-4 13-5 e 19-0 i 16-9 i 13-8 i

800S250-54 50 18-7 16-10 14-9 e 20-10 i 18-11 i 15-11 i 16-10 15-4 13-4 e 18-11 i 17-2 i 15-0 i

800S300-54 33 19-6 17-8 e 14-5 e 20-5 i 17-8 i 14-5 a 17-8 16-1 e 14-0 e 19-10 i 17-8 i 14-5 a

800S300-54 50 19-3 17-6 15-3 e 21-8 i 19-8 i 16-7 i 17-6 15-11 13-11 e 19-8 i 17-10 i 15-7 i

800S137-68 33 17-8 16-0 13-2 18-7 16-1 13-2 i 16-0 14-7 12-9 18-0 16-1 13-2 i

800S137-68 50 17-8 16-0 14-0 19-10 18-0 15-9 i 16-0 14-7 12-9 18-0 16-4 14-3

800S162-68 33 18-4 16-8 13-11 19-9 17-1 i 13-11 i 16-8 15-2 13-3 18-9 17-0 i 13-11 i

800S162-68 50 18-4 16-8 14-7 20-7 18-9 16-4 i 16-8 15-2 13-3 18-9 17-0 14-10 i

800S200-68 33 19-1 17-4 14-9 20-10 18-0 i 14-9 i 17-4 15-9 13-9 19-5 17-8 i 14-9 i

800S200-68 50 19-1 17-4 15-1 21-5 19-5 17-0 i 17-4 15-9 13-9 19-5 17-8 15-5 i

800S250-68 33 20-1 18-3 15-8 22-2 i 19-2 i 15-8 i 18-3 16-7 14-5 20-6 18-7 i 15-8 i

800S250-68 50 20-1 18-3 15-11 22-6 20-6 17-10 i 18-3 16-7 14-5 20-6 18-7 16-3 i

800S300-68 33 21-0 19-1 16-2 22-11 i 19-10 i 16-2 i 19-1 17-4 15-1 21-5 19-5 i 16-2 i

800S300-68 50 20-11 19-0 16-7 23-5 21-4 18-7 i 19-0 17-3 15-1 21-4 19-4 16-11 i

800S162-97 33 20-6 18-7 16-3 23-0 20-1 16-5 18-7 16-11 14-9 20-11 19-0 16-5

800S162-97 50 20-6 18-7 16-3 23-0 20-11 18-3 18-7 16-11 14-9 20-11 19-0 16-7

800S200-97 33 21-3 19-4 16-10 23-11 21-4 17-5 19-4 17-7 15-4 21-8 19-8 17-3

800S200-97 50 21-3 19-4 16-10 23-11 21-8 18-11 19-4 17-7 15-4 21-8 19-8 17-3

800S250-97 33 22-5 20-4 17-9 25-2 22-10 18-10 20-4 18-6 16-2 22-10 20-9 18-2

800S250-97 50 22-5 20-4 17-9 25-2 22-10 20-0 20-4 18-6 16-2 22-10 20-9 18-2

800S300-97 33 23-5 21-4 18-7 26-4 23-11 20-0 21-4 19-4 16-11 23-11 21-9 19-0

800S300-97 50 23-5 21-4 18-7 26-4 23-11 20-11 21-4 19-4 16-11 23-11 21-9 19-0





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



925S137-33 33 12-11 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a 12-11 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a

925S162-33 33 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a

925S200-33 33 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a

925S137-43 33 16-0 e 13-10 e 11-4 e 16-0 a 13-10 a 11-4 a 15-8 e 13-10 e 11-4 e 16-0 a 13-10 a 11-4 a

925S162-43 33 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 11-7 a 16-3 e 14-8 e 12-0 e 17-0 a 14-8 a 11-7 a

925S200-43 33 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 11-7 a 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 11-7 a

925S250-43 33 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 11-7 a 17-8 e 15-8 e 12-9 e 18-1 a 15-8 a 11-7 a

925S300-43 33 19-1 e 16-6 e 13-6 e 19-1 a 16-6 a 11-7 a 18-4 e 16-6 e 13-6 e 19-1 a 16-6 a 11-7 a

925S137-54 33 18-6 16-1 e 13-2 e 18-7 i 16-1 i 13-2 a 16-10 15-4 e 13-2 e 18-7 i 16-1 i 13-2 a

925S137-54 50 18-6 16-10 14-8 e 20-10 i 18-10 i 15-4 i 16-10 15-4 13-4 e 18-11 i 17-2 i 15-0 i

925S162-54 33 19-3 17-0 e 13-11 e 19-8 i 17-0 i 13-11 a 17-6 15-10 e 13-10 e 19-7 i 17-0 i 13-11 a

925S162-54 50 19-3 17-6 15-3 e 21-7 i 19-7 i 16-3 i 17-6 15-10 13-10 e 19-7 i 17-10 i 15-7 i

925S200-54 33 19-11 e 17-8 e 14-5 e 20-5 i 17-8 i 14-5 a 18-1 16-5 e 14-4 e 20-4 i 17-8 i 14-5 a

925S200-54 50 19-11 18-1 15-9 e 22-4 i 19-7 i 15-11 i 18-1 16-5 14-4 e 20-4 i 18-5 i 15-11 i

925S250-54 33 20-11 e 18-6 e 15-1 e 21-5 i 18-6 i 15-1 a 19-0 17-3 e 15-1 e 21-4 i 18-6 i 15-1 a

925S250-54 50 20-10 18-11 e 16-7 e 23-5 i 20-10 i 17-0 a 18-11 17-3 15-0 e 21-3 i 19-4 i 16-11 a

925S300-54 33 21-10 e 19-6 e 15-11 e 22-7 i 19-6 i 15-11 a 19-10 e 18-0 e 15-9 e 22-3 i 19-6 i 15-11 a

925S300-54 50 21-8 19-8 e 17-2 e 24-3 i 21-10 i 17-10 a 19-8 17-10 15-7 e 22-1 i 20-1 i 17-6 a

925S137-68 33 19-11 18-0 14-8 20-9 18-0 i 14-8 i 18-1 16-5 14-4 20-4 18-0 i 14-8 i

925S137-68 50 19-11 18-1 15-10 22-5 20-4 17-9 i 18-1 16-5 14-4 20-4 18-6 16-2 i

925S162-68 33 20-8 18-9 15-6 21-11 i 19-0 i 15-6 i 18-9 17-1 14-11 21-1 19-0 i 15-6 i

925S162-68 50 20-8 18-9 16-5 23-3 21-1 18-5 i 18-9 17-1 14-11 21-1 19-2 16-9 i

925S200-68 33 21-5 19-5 16-4 23-1 i 20-0 i 16-4 i 19-5 17-8 15-5 21-10 i 19-10 i 16-4 i

925S200-68 50 21-5 19-5 17-0 24-1 21-10 i 19-1 i 19-5 17-8 15-5 21-10 19-10 17-4 i

925S250-68 33 22-6 20-5 17-4 e 24-6 i 21-3 i 17-4 i 20-5 18-7 16-3 22-11 i 20-10 i 17-4 i

925S250-68 50 22-6 20-5 17-10 25-3 22-11 i 20-1 i 20-5 18-7 16-3 22-11 20-10 18-3 i

925S300-68 33 23-6 21-4 17-11 e 25-4 i 21-11 i 17-11 i 21-4 19-4 16-11 e 23-11 i 21-9 i 17-11 i

925S300-68 50 23-5 21-3 18-7 26-3 23-10 i 20-10 i 21-3 19-3 16-10 23-10 21-8 i 18-11 i

925S162-97 33 23-1 21-0 18-4 25-11 22-5 18-4 21-0 19-1 16-8 23-7 21-5 18-4

925S162-97 50 23-1 21-0 18-4 25-11 23-7 20-7 21-0 19-1 16-8 23-7 21-5 18-8

925S200-97 33 23-11 21-9 19-0 26-10 23-8 19-4 21-9 19-9 17-3 24-5 22-2 19-4

925S200-97 50 23-11 21-9 19-0 26-10 24-5 21-4 21-9 19-9 17-3 24-5 22-2 19-4

925S250-97 33 25-2 22-10 20-0 28-3 25-6 20-10 22-10 20-9 18-2 25-8 23-4 20-4

925S250-97 50 25-2 22-10 20-0 28-3 25-8 22-5 22-10 20-9 18-2 25-8 23-4 20-4

925S300-97 33 26-3 23-10 20-10 29-6 26-10 22-1 i 23-10 21-8 18-11 26-10 24-4 21-3

925S300-97 50 26-3 23-10 20-10 29-6 26-10 23-5 23-10 21-8 18-11 26-10 24-4 21-3





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1000S137-33 33 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a

1000S162-33 33 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a

1000S200-33 33 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a

1000S137-43 33 16-7 e 14-4 e 11-8 e 16-7 a 14-4 a 10-8 a 16-7 e 14-4 e 11-8 e 16-7 a 14-4 a 10-8 a

1000S162-43 33 17-7 e 15-3 e 12-5 e 17-7 a 15-3 a 10-8 a 17-4 e 15-3 e 12-5 e 17-7 a 15-3 a 10-8 a

1000S200-43 33 17-4 e 15-0 e 12-3 e 17-4 a 15-0 a 10-8 a 17-4 e 15-0 e 12-3 e 17-4 a 15-0 a 10-8 a

1000S250-43 33 18-9 e 16-3 e 13-3 e 18-9 a 16-1 a 10-8 a 18-9 e 16-3 e 13-3 e 18-9 a 16-1 a 10-8 a

1000S300-43 33 19-10 e 17-2 e 13-5 e 19-10 a 16-1 a 10-8 a 19-6 e 17-2 e 13-5 e 19-10 a 16-1 a 10-8 a

1000S137-54 33 19-9 e 17-1 e 14-0 e 19-9 i 17-1 i 14-0 a 18-0 16-4 e 14-0 e 19-9 i 17-1 i 14-0 a

1000S137-54 50 19-10 18-0 e 15-8 e 22-3 i 19-6 i 15-11 i 18-0 16-4 14-3 e 20-2 i 18-4 i 15-11 i

1000S162-54 33 20-6 e 18-0 e 14-9 e 20-10 i 18-0 i 14-9 a 18-8 16-11 e 14-9 e 20-10 i 18-0 i 14-9 a

1000S162-54 50 20-6 18-8 e 16-3 e 23-0 i 20-8 i 16-10 a 18-8 16-11 14-9 e 20-11 i 19-0 i 16-7 a

1000S200-54 33 21-2 e 18-8 e 15-3 e 21-7 i 18-8 i 15-3 a 19-3 e 17-6 e 15-3 e 21-7 i 18-8 i 15-3 a

1000S200-54 50 21-2 19-3 e 16-6 e 23-5 i 20-3 i 16-6 a 19-3 17-6 15-3 e 21-8 i 19-8 i 16-6 a

1000S250-54 33 22-3 e 19-4 e 15-9 e 22-4 i 19-4 a 15-9 a 20-2 e 18-4 e 15-9 e 22-4 i 19-4 a 15-9 a

1000S250-54 50 22-3 20-2 e 17-8 e 24-11 i 21-7 i 17-8 a 20-2 18-4 e 16-0 e 22-8 i 20-7 i 17-8 a

1000S300-54 33 23-2 e 20-4 e 16-7 e 23-5 i 20-4 a 16-7 a 21-1 e 19-1 e 16-7 e 23-5 i 20-4 a 16-7 a

1000S300-54 50 23-0 20-11 e 18-3 e 25-10 i 22-8 i 18-6 a 20-11 19-0 e 16-7 e 23-6 i 21-4 i 18-6 a

1000S137-68 33 21-4 19-1 15-7 22-1 i 19-1 i 15-7 i 19-4 17-7 15-4 21-9 i 19-1 i 15-7 i

1000S137-68 50 21-4 19-4 16-11 23-11 21-9 i 19-0 i 19-4 17-7 15-4 21-9 19-9 17-3 i

1000S162-68 33 22-1 20-1 16-5 e 23-3 i 20-2 i 16-5 i 20-1 18-3 15-11 22-6 i 20-2 i 16-5 i

1000S162-68 50 22-1 20-1 17-6 24-9 22-6 i 19-8 i 20-1 18-3 15-11 22-6 20-5 17-10 i

1000S200-68 33 22-10 20-9 17-3 e 24-5 i 21-2 i 17-3 i 20-9 18-10 16-5 e 23-3 i 21-2 i 17-3 i

1000S200-68 50 22-10 20-9 18-1 25-8 23-3 i 20-4 i 20-9 18-10 16-5 23-3 21-2 18-6 i

1000S250-68 33 23-11 21-9 18-4 e 25-11 i 22-5 i 18-4 i 21-9 19-9 17-3 e 24-5 i 22-2 i 18-4 i

1000S250-68 50 23-11 21-9 19-0 26-11 24-5 i 21-0 i 21-9 19-9 17-3 24-5 22-2 i 19-5 i

1000S300-68 33 25-0 22-8 18-11 e 26-9 i 23-2 i 18-11 i 22-8 20-7 18-0 e 25-6 i 23-2 i 18-11 i

1000S300-68 50 24-11 22-7 19-9 27-11 25-5 i 22-2 i 22-7 20-6 17-11 25-5 23-1 i 20-2 i

1000S162-97 33 24-8 22-5 19-5 27-6 23-9 19-5 22-5 20-4 17-9 25-2 22-10 19-5

1000S162-97 50 24-8 22-5 19-7 27-8 25-2 22-0 22-5 20-4 17-9 25-2 22-10 19-11

1000S200-97 33 25-6 23-2 20-3 28-8 25-0 20-5 23-2 21-1 18-5 26-0 23-8 20-5

1000S200-97 50 25-6 23-2 20-3 28-8 26-0 22-9 23-2 21-1 18-5 26-0 23-8 20-8

1000S250-97 33 26-9 24-4 21-3 30-1 26-11 22-0 i 24-4 22-1 19-4 27-4 24-10 21-8 i

1000S250-97 50 26-9 24-4 21-3 30-1 27-4 23-10 24-4 22-1 19-4 27-4 24-10 21-8

1000S300-97 33 27-11 25-5 22-2 31-4 28-6 23-3 i 25-5 23-1 20-2 28-6 25-11 22-7 i

1000S300-97 50 27-11 25-5 22-2 31-4 28-6 24-11 25-5 23-1 20-2 28-6 25-11 22-7





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1125S137-33 33 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a

1125S162-33 33 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a

1125S200-33 33 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a

1125S137-43 33 17-5 e 15-1 e 11-10 e 17-5 a 14-3 a 9-6 a 17-5 e 15-1 e 11-10 e 17-5 a 14-3 a 9-6 a

1125S162-43 33 18-7 e 16-1 e 11-10 e 18-7 a 14-3 a 9-6 a 18-7 e 16-1 e 11-10 e 18-7 a 14-3 a 9-6 a

1125S200-43 33 18-4 e 15-11 e 11-10 e 18-4 a 14-3 a 9-6 a 18-4 e 15-11 e 11-10 e 18-4 a 14-3 a 9-6 a

1125S250-43 33 19-10 e 17-2 e 11-10 e 19-0 a 14-3 a 9-6 a 19-10 e 17-2 e 11-10 e 19-0 a 14-3 a 9-6 a

1125S300-43 33 21-0 e 17-10 e 11-10 e 19-0 a 14-3 a 9-6 a 21-0 e 17-10 e 11-10 e 19-0 a 14-3 a 9-6 a

1125S137-54 33 20-10 e 18-0 e 14-8 e 20-10 i 18-0 a 14-8 a 19-11 e 18-0 e 14-8 e 20-10 i 18-0 a 14-8 a

1125S137-54 50 21-11 19-11 e 16-9 e 23-8 i 20-6 i 16-9 a 19-11 18-1 e 15-9 e 22-4 i 20-3 i 16-9 a

1125S162-54 33 22-0 e 19-0 e 15-6 e 22-0 i 19-0 a 15-6 a 20-7 e 18-8 e 15-6 e 22-0 i 19-0 a 15-6 a

1125S162-54 50 22-8 e 20-7 e 17-9 e 25-2 i 21-9 i 17-9 a 20-7 18-8 e 16-4 e 23-1 i 21-0 i 17-9 a

1125S200-54 33 22-8 e 19-7 e 16-0 e 22-8 i 19-7 a 16-0 a 21-3 e 19-3 e 16-0 e 22-8 i 19-7 a 16-0 a

1125S200-54 50 23-4 e 21-3 e 17-6 e 24-9 i 21-5 i 17-6 a 21-3 19-3 e 16-10 e 23-10 i 21-5 i 17-6 a

1125S250-54 33 23-6 e 20-4 e 16-7 e 23-6 i 20-4 a 16-7 a 22-2 e 20-2 e 16-7 e 23-6 i 20-4 a 16-7 a

1125S250-54 50 24-5 e 22-2 e 18-8 e 26-5 i 22-10 a 18-8 a 22-2 20-2 e 17-7 e 24-11 i 22-8 a 18-8 a

1125S300-54 33 24-9 e 21-5 e 17-6 e 24-9 a 21-5 a 17-6 a 23-1 e 21-0 e 17-6 e 24-9 a 21-5 a 17-6 a

1125S300-54 50 25-4 e 23-0 e 19-7 e 27-9 i 24-0 a 18-10 a 23-0 e 20-10 e 18-3 e 25-10 i 23-5 a 18-10 a

1125S137-68 33 23-7 20-11 17-1 e 24-2 i 20-11 i 17-1 i 21-5 19-5 17-0 e 24-0 i 20-11 i 17-1 i

1125S137-68 50 23-7 21-5 18-8 26-5 24-0 i 20-5 i 21-5 19-5 17-0 24-0 21-10 i 19-1 i

1125S162-68 33 24-4 22-0 18-0 e 25-5 i 22-0 i 18-0 i 22-2 20-1 17-7 e 24-10 i 22-0 i 18-0 i

1125S162-68 50 24-4 22-2 19-4 27-4 24-10 i 21-6 i 22-2 20-1 17-7 24-10 22-7 i 19-9 i

1125S200-68 33 25-2 22-10 18-10 e 26-8 i 23-1 i 18-10 i 22-10 20-9 18-2 e 25-8 i 23-1 i 18-10 i

1125S200-68 50 25-2 22-10 19-11 e 28-3 i 25-8 i 21-11 i 22-10 20-9 18-2 25-8 23-4 i 20-4 i

1125S250-68 33 26-4 23-11 e 19-11 e 28-2 i 24-4 i 19-11 i 23-11 21-9 19-0 e 26-10 i 24-4 i 19-11 i

1125S250-68 50 26-4 23-11 20-11 e 29-7 i 26-10 i 22-2 i 23-11 21-9 19-0 26-10 24-5 i 21-4 i

1125S300-68 33 27-5 24-11 e 20-6 e 29-1 i 25-2 i 20-6 i 24-11 22-7 19-9 e 27-11 i 25-2 i 20-6 i

1125S300-68 50 27-4 24-10 21-9 e 30-9 i 27-11 i 23-5 i 24-10 22-7 19-9 e 27-11 i 25-4 i 22-2 i

1125S162-97 33 27-3 24-9 21-3 30-1 26-0 21-3 i 24-9 22-6 19-7 27-9 25-3 21-3 i

1125S162-97 50 27-3 24-9 21-7 30-7 27-9 24-3 24-9 22-6 19-7 27-9 25-3 22-0

1125S200-97 33 28-1 25-7 22-4 31-7 27-4 22-4 i 25-7 23-3 20-3 28-8 26-1 22-4 i

1125S200-97 50 28-1 25-7 22-4 31-7 28-8 25-1 25-7 23-3 20-3 28-8 26-1 22-9

1125S250-97 33 29-6 26-9 23-4 33-1 29-3 23-11 i 26-9 24-4 21-3 30-1 27-4 23-10 i

1125S250-97 50 29-6 26-9 23-4 33-1 30-1 26-3 26-9 24-4 21-3 30-1 27-4 23-10

1125S300-97 33 30-8 27-10 24-4 34-5 30-11 25-3 i 27-10 25-4 22-1 31-4 28-5 24-10 i

1125S300-97 50 30-8 27-10 24-4 34-5 31-4 27-4 27-10 25-4 22-1 31-4 28-5 24-10





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1200S137-33 33 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a

1200S162-33 33 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a

1200S200-33 33 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a

1200S137-43 33 18-0 e 15-7 e 11-1 e 17-9 a 13-4 a 8-10 a 18-0 e 15-7 e 11-1 e 17-9 a 13-4 a 8-10 a

1200S162-43 33 19-1 e 16-7 e 11-1 e 17-9 a 13-4 a 8-10 a 19-1 e 16-7 e 11-1 e 17-9 a 13-4 a 8-10 a

1200S200-43 33 18-11 e 16-4 e 11-1 e 17-9 a 13-4 a 8-10 a 18-11 e 16-4 e 11-1 e 17-9 a 13-4 a 8-10 a

1200S250-43 33 20-5 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a 20-5 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a

1200S300-43 33 21-8 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a 21-8 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a

1200S137-54 33 21-5 e 18-6 e 15-1 e 21-5 i 18-6 a 15-1 a 21-0 e 18-6 e 15-1 e 21-5 i 18-6 a 15-1 a

1200S137-54 50 23-2 e 21-0 e 17-3 e 24-5 i 21-2 i 17-3 a 21-0 19-1 e 16-8 e 23-7 i 21-2 i 17-3 a

1200S162-54 33 22-7 e 19-7 e 16-0 e 22-7 i 19-7 a 16-0 a 21-9 e 19-7 e 16-0 e 22-7 i 19-7 a 16-0 a

1200S162-54 50 23-11 e 21-9 e 18-4 e 25-11 i 22-5 a 17-7 a 21-9 e 19-9 e 17-3 e 24-5 i 22-2 a 17-7 a

1200S200-54 33 23-3 e 20-2 e 16-5 e 23-3 a 20-2 a 16-5 a 22-5 e 20-2 e 16-5 e 23-3 a 20-2 a 16-5 a

1200S200-54 50 24-8 e 22-1 e 18-0 e 25-6 i 22-1 a 17-7 a 22-5 e 20-4 e 17-9 e 25-2 i 22-1 a 17-7 a

1200S250-54 33 24-2 e 20-11 e 17-1 e 24-2 a 20-11 a 17-1 a 23-5 e 20-11 e 17-1 e 24-2 a 20-11 a 17-1 a

1200S250-54 50 25-9 e 23-5 e 19-3 e 27-3 i 23-7 a 17-7 a 23-5 e 21-3 e 18-7 e 26-3 i 23-7 a 17-7 a

1200S300-54 33 25-6 e 22-1 e 18-0 e 25-6 a 22-1 a 17-7 a 24-4 e 22-1 e 18-0 e 25-6 a 22-1 a 17-7 a

1200S300-54 50 26-9 e 24-3 e 20-3 e 28-8 i 24-9 a 17-7 a 24-3 e 22-1 e 19-3 e 27-3 i 24-9 a 17-7 a

1200S137-68 33 24-11 22-0 18-0 e 25-5 i 22-0 i 18-0 i 22-7 20-7 17-11 e 25-5 i 22-0 i 18-0 i

1200S137-68 50 24-11 22-7 19-9 e 28-0 i 25-5 i 20-11 i 22-7 20-7 17-11 25-5 23-1 i 20-2 i

1200S162-68 33 25-9 23-2 e 18-11 e 26-9 i 23-2 i 18-11 i 23-4 21-3 18-6 e 26-3 i 23-2 i 18-11 i

1200S162-68 50 25-9 23-4 20-5 e 28-11 i 26-3 i 22-2 i 23-4 21-3 18-6 26-3 23-10 i 20-10 i

1200S200-68 33 26-6 24-1 e 19-9 e 27-11 i 24-2 i 19-9 i 24-1 21-11 19-1 e 27-1 i 24-2 i 19-9 i

1200S200-68 50 26-6 24-1 21-1 e 29-10 i 27-1 i 22-6 i 24-1 21-11 19-1 e 27-1 i 24-7 i 21-6 i

1200S250-68 33 27-9 25-2 e 20-10 e 29-6 i 25-6 i 20-10 a 25-2 22-11 e 20-0 e 28-4 i 25-6 i 20-10 a

1200S250-68 50 27-9 25-2 22-0 e 31-2 i 27-11 i 22-9 i 25-2 22-11 20-0 e 28-4 i 25-9 i 22-5 i

1200S300-68 33 28-10 26-2 e 21-5 e 30-4 i 26-3 i 21-5 a 26-2 23-10 e 20-9 e 29-5 i 26-3 i 21-5 a

1200S300-68 50 28-10 26-2 22-11 e 32-5 i 29-5 i 24-1 i 26-2 23-10 20-9 e 29-5 i 26-9 i 23-4 i

1200S162-97 33 28-9 26-2 22-4 31-7 27-4 22-4 i 26-2 23-9 20-9 29-4 26-8 22-4 i

1200S162-97 50 28-9 26-2 22-10 32-4 29-4 25-8 26-2 23-9 20-9 29-4 26-8 23-3

1200S200-97 33 29-8 27-0 23-5 33-1 28-8 23-5 i 27-0 24-6 21-5 30-3 27-6 23-5 i

1200S200-97 50 29-8 27-0 23-7 33-4 30-3 26-5 27-0 24-6 21-5 30-3 27-6 24-0

1200S250-97 33 31-1 28-2 24-8 34-10 30-8 25-0 i 28-2 25-7 22-5 31-8 28-9 25-0 i

1200S250-97 50 31-1 28-2 24-8 34-10 31-8 27-8 28-2 25-7 22-5 31-8 28-9 25-2

1200S300-97 33 32-4 29-4 25-8 36-3 32-5 i 26-5 i 29-4 26-8 23-3 32-11 29-11 26-2 i

1200S300-97 50 32-4 29-4 25-8 36-3 32-11 28-9 i 29-4 26-8 23-3 32-11 29-11 26-2





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a

1400S162-33 33 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a

1400S200-33 33 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a

1400S137-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a

1400S162-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a

1400S200-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a

1400S250-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a

1400S300-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a

1400S137-54 33 22-10 e 19-10 e 16-2 e 22-10 a 19-10 a 15-0 a 22-10 e 19-10 e 16-2 e 22-10 a 19-10 a 15-0 a

1400S137-54 50 25-9 e 22-9 e 18-7 e 26-3 a 22-7 a 15-0 a 23-5 e 21-3 e 18-7 e 26-3 a 22-7 a 15-0 a

1400S162-54 33 24-2 e 20-11 e 17-1 e 24-2 a 20-11 a 15-0 a 24-2 e 20-11 e 17-1 e 24-2 a 20-11 a 15-0 a

1400S162-54 50 26-7 e 24-2 e 18-9 e 27-11 a 22-7 a 15-0 a 24-2 e 21-11 e 18-9 e 27-2 a 22-7 a 15-0 a

1400S200-54 33 25-0 e 21-7 e 17-8 e 25-0 a 21-7 a 15-0 a 25-0 e 21-7 e 17-8 e 25-0 a 21-7 a 15-0 a

1400S200-54 50 27-6 e 23-10 e 18-9 e 27-6 a 22-7 a 15-0 a 25-2 e 22-11 e 18-9 e 27-6 a 22-7 a 15-0 a

1400S250-54 33 26-0 e 22-6 e 18-4 e 26-0 a 22-6 a 15-0 a 26-0 e 22-6 e 18-4 e 26-0 a 22-6 a 15-0 a

1400S250-54 50 28-11 e 25-5 e 18-9 e 29-5 a 22-7 a 15-0 a 26-3 e 23-11 e 18-9 e 29-5 a 22-7 a 15-0 a

1400S300-54 33 27-5 e 23-9 e 18-9 e 27-5 a 22-7 a 15-0 a 27-5 e 23-9 e 18-9 e 27-5 a 22-7 a 15-0 a

1400S300-54 50 30-1 e 26-9 e 18-9 e 30-1 a 22-7 a 15-0 a 27-4 e 24-10 e 18-9 e 30-1 a 22-7 a 15-0 a

1400S137-68 33 27-7 23-11 e 19-6 e 27-7 i 23-11 i 19-6 a 25-10 23-6 e 19-6 e 27-7 i 23-11 i 19-6 a

1400S137-68 50 28-6 25-10 22-5 e 31-8 i 27-5 i 22-5 i 25-10 23-6 20-6 e 29-1 i 26-5 i 22-5 i

1400S162-68 33 29-0 e 25-1 e 20-6 e 29-0 i 25-1 i 20-6 a 26-8 24-3 e 20-6 e 29-0 i 25-1 i 20-6 a

1400S162-68 50 29-4 26-8 e 23-3 e 32-11 i 29-0 i 23-8 a 26-8 24-3 21-2 e 29-11 i 27-2 i 23-8 a

1400S200-68 33 30-2 e 26-3 e 21-5 e 30-4 i 26-3 i 21-5 a 27-5 24-11 e 21-5 e 30-4 i 26-3 i 21-5 a

1400S200-68 50 30-2 27-5 e 23-11 e 33-11 i 29-7 i 24-2 a 27-5 24-11 21-9 e 30-10 i 28-0 i 24-2 a

1400S250-68 33 31-6 e 27-6 e 22-6 e 31-10 i 27-6 i 22-6 a 28-7 e 26-0 e 22-6 e 31-10 i 27-6 i 22-6 a

1400S250-68 50 31-6 28-7 e 24-6 e 34-8 i 30-0 i 24-6 a 28-7 26-0 22-8 e 32-1 i 29-2 i 24-6 a

1400S300-68 33 32-6 e 28-1 e 22-11 e 32-6 i 28-1 a 22-11 a 29-8 e 26-11 e 22-11 e 32-6 i 28-1 a 22-11 a

1400S300-68 50 32-8 29-8 e 25-11 e 36-8 i 31-9 i 25-11 a 29-8 26-11 e 23-6 e 33-4 i 30-3 i 25-11 a

1400S162-97 33 32-10 29-10 25-2 35-8 30-10 i 25-2 i 29-10 27-1 23-8 33-6 30-5 i 25-2 i

1400S162-97 50 32-10 29-10 26-1 36-10 33-6 29-3 i 29-10 27-1 23-8 33-6 30-5 26-7

1400S200-97 33 33-9 30-8 26-4 37-3 32-3 i 26-4 i 30-8 27-11 24-4 34-6 31-4 i 26-4 i

1400S200-97 50 33-9 30-8 26-10 37-11 34-6 30-1 i 30-8 27-11 24-4 34-6 31-4 27-4 i

1400S250-97 33 35-3 32-0 28-0 39-7 34-4 i 28-0 i 32-0 29-1 25-5 35-11 32-8 i 28-0 i

1400S250-97 50 35-3 32-0 28-0 39-7 35-11 31-5 i 32-0 29-1 25-5 35-11 32-8 28-6 i

1400S300-97 33 36-7 33-3 29-0 41-1 i 36-2 i 29-6 i 33-3 30-2 26-4 37-4 33-11 i 29-6 i

1400S300-97 50 36-7 33-3 29-0 41-1 37-4 32-7 i 33-3 30-2 26-4 37-4 33-11 29-7 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24

600S137-33 33 6-10 e 5-11 e 4-4 e 6-10 a 5-3 a 3-6 a 6-10 e 5-11 e 4-4 e 6-10 a 5-3 a 3-6 a

600S162-33 33 7-3 e 6-4 e 4-4 e 7-0 a 5-3 a 3-6 a 7-3 e 6-4 e 4-4 e 7-0 a 5-3 a 3-6 a

600S200-33 33 7-5 e 6-5 e 4-4 e 7-0 a 5-3 a 3-6 a 7-5 e 6-5 e 4-4 e 7-0 a 5-3 a 3-6 a

600S137-43 33 7-11 e 6-10 e 5-7 e 7-11 a 6-10 a 5-7 a 7-11 e 6-10 e 5-7 e 7-11 a 6-10 a 5-7 a

600S162-43 33 8-5 e 7-4 e 6-0 e 8-5 a 7-4 a 6-0 a 8-5 e 7-4 e 6-0 e 8-5 a 7-4 a 6-0 a

600S200-43 33 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a

600S250-43 33 9-2 e 8-0 e 6-6 e 9-2 a 8-0 a 6-6 a 9-2 e 8-0 e 6-6 e 9-2 a 8-0 a 6-6 a

600S300-43 33 9-9 e 8-5 e 6-11 e 9-9 a 8-5 a 6-11 a 9-8 e 8-5 e 6-11 e 9-9 a 8-5 a 6-11 a

600S137-54 33 8-10 7-8 e 6-3 e 8-10 i 7-8 i 6-3 i 8-8 7-8 e 6-3 e 8-10 i 7-8 i 6-3 i

600S137-54 50 9-6 8-8 7-7 e 10-8 i 9-4 i 7-7 i 8-8 7-10 6-10 e 9-9 i 8-10 i 7-7 i

600S162-54 33 9-5 8-2 e 6-8 e 9-5 i 8-2 i 6-8 a 9-0 8-2 e 6-8 e 9-5 i 8-2 i 6-8 a

600S162-54 50 9-11 9-0 7-11 e 11-2 i 9-11 i 8-1 i 9-0 8-2 7-2 e 10-2 i 9-3 i 8-1 i

600S200-54 33 9-10 e 8-6 e 6-11 e 9-10 i 8-6 i 6-11 a 9-5 8-6 e 6-11 e 9-10 i 8-6 i 6-11 a

600S200-54 50 10-4 9-5 e 8-1 e 11-5 i 9-11 i 8-1 i 9-5 8-7 7-6 e 10-7 i 9-7 i 8-1 i

600S250-54 33 10-5 e 9-0 e 7-4 e 10-5 i 9-0 i 7-4 a 9-11 e 9-0 e 7-4 e 10-5 i 9-0 i 7-4 a

600S250-54 50 10-11 9-11 e 8-8 e 12-3 i 10-8 i 8-8 a 9-11 9-0 7-10 e 11-1 i 10-1 i 8-8 a

600S300-54 33 11-0 e 9-6 e 7-9 e 11-0 i 9-6 i 7-9 a 10-5 e 9-6 e 7-9 e 11-0 i 9-6 i 7-9 a

600S300-54 50 11-4 10-4 e 9-0 e 12-9 i 11-3 i 9-2 a 10-4 9-4 e 8-2 e 11-7 i 10-6 i 9-2 a

600S137-68 33 9-10 8-6 6-11 9-10 8-6 i 6-11 i 9-4 8-5 6-11 9-10 8-6 i 6-11 i

600S137-68 50 10-3 9-4 8-1 11-6 10-5 i 8-7 i 9-4 8-5 7-4 10-5 9-6 8-3 i

600S162-68 33 10-6 9-1 7-5 10-6 i 9-1 i 7-5 i 9-9 8-10 7-5 10-6 i 9-1 i 7-5 i

600S162-68 50 10-8 9-9 8-6 12-0 10-11 i 9-2 i 9-9 8-10 7-8 10-11 9-11 8-8 i

600S200-68 33 11-2 9-8 7-10 e 11-2 i 9-8 i 7-10 i 10-2 9-2 7-10 e 11-2 i 9-8 i 7-10 i

600S200-68 50 11-2 10-2 8-10 12-6 11-4 i 9-5 i 10-2 9-2 8-0 11-4 10-4 i 9-0 i

600S250-68 33 11-10 10-4 8-5 e 11-11 i 10-4 i 8-5 i 10-9 9-9 8-5 e 11-11 i 10-4 i 8-5 i

600S250-68 50 11-10 10-9 9-4 13-3 11-11 i 9-9 i 10-9 9-9 8-6 12-0 10-11 i 9-6 i

600S300-68 33 12-4 10-9 8-9 e 12-5 i 10-9 i 8-9 i 11-3 10-2 8-9 e 12-5 i 10-9 i 8-9 i

600S300-68 50 12-4 11-2 9-9 13-10 i 12-7 i 10-5 i 11-2 10-2 8-11 12-7 11-5 i 10-0 i

600S162-97 33 11-11 10-8 8-9 12-4 10-8 8-9 10-10 9-10 8-7 12-2 10-8 8-9

600S162-97 50 11-11 10-10 9-5 13-5 12-2 10-7 10-10 9-10 8-7 12-2 11-0 9-8

600S200-97 33 12-5 11-4 9-3 13-2 11-5 9-3 11-4 10-3 8-11 12-8 11-5 9-3

600S200-97 50 12-5 11-4 9-10 14-0 12-8 11-1 11-4 10-3 8-11 12-8 11-6 10-1

600S250-97 33 13-2 11-11 10-1 14-4 12-5 10-1 i 11-11 10-10 9-6 13-5 12-2 10-1 i

600S250-97 50 13-2 11-11 10-5 14-9 13-5 11-9 11-11 10-10 9-6 13-5 12-2 10-8

600S300-97 33 13-10 12-7 10-10 15-4 13-3 10-10 i 12-7 11-5 9-11 14-1 12-10 10-10 i

600S300-97 50 13-10 12-7 10-11 15-6 14-1 12-4 12-7 11-5 9-11 14-1 12-10 11-2







Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



800S137-33 33 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a

800S162-33 33 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a

800S200-33 33 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a

800S137-43 33 9-9 e 8-6 e 6-11 e 9-9 a 8-6 a 5-9 a 9-9 e 8-6 e 6-11 e 9-9 a 8-6 a 5-9 a

800S162-43 33 10-4 e 9-0 e 7-2 e 10-4 a 8-8 a 5-9 a 10-4 e 9-0 e 7-2 e 10-4 a 8-8 a 5-9 a

800S200-43 33 10-3 e 8-10 e 7-2 e 10-3 a 8-8 a 5-9 a 10-3 e 8-10 e 7-2 e 10-3 a 8-8 a 5-9 a

800S250-43 33 11-0 e 9-7 e 7-2 e 11-0 a 8-8 a 5-9 a 11-0 e 9-7 e 7-2 e 11-0 a 8-8 a 5-9 a

800S300-43 33 11-8 e 10-1 e 7-2 e 11-7 a 8-8 a 5-9 a 11-8 e 10-1 e 7-2 e 11-7 a 8-8 a 5-9 a

800S137-54 33 10-11 e 9-5 e 7-8 e 10-11 i 9-5 a 7-8 a 10-11 e 9-5 e 7-8 e 10-11 i 9-5 a 7-8 a

800S137-54 50 12-1 e 11-0 e 9-5 e 13-3 i 11-6 a 9-5 a 11-0 10-0 e 8-8 e 12-4 i 11-2 i 9-5 a

800S162-54 33 11-7 e 10-0 e 8-2 e 11-7 i 10-0 a 8-2 a 11-5 e 10-0 e 8-2 e 11-7 i 10-0 a 8-2 a

800S162-54 50 12-7 e 11-5 e 9-11 e 14-1 i 12-2 a 9-11 a 11-5 e 10-4 e 9-1 e 12-10 i 11-8 a 9-11 a

800S200-54 33 12-0 e 10-5 e 8-6 e 12-0 a 10-5 a 8-6 a 11-10 e 10-5 e 8-6 e 12-0 a 10-5 a 8-6 a

800S200-54 50 13-0 e 11-10 e 9-9 e 13-10 i 12-0 a 9-9 a 11-10 e 10-9 e 9-5 e 13-4 i 12-0 a 9-9 a

800S250-54 33 12-8 e 10-11 e 8-11 e 12-8 a 10-11 a 8-11 a 12-6 e 10-11 e 8-11 e 12-8 a 10-11 a 8-11 a

800S250-54 50 13-8 e 12-5 e 10-5 e 14-8 i 12-9 a 10-5 a 12-5 e 11-3 e 9-10 e 13-11 i 12-8 a 10-5 a

800S300-54 33 13-4 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a 13-0 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a

800S300-54 50 14-2 e 12-11 e 10-10 e 15-5 a 13-4 a 10-10 a 12-11 e 11-8 e 10-3 e 14-6 i 13-2 a 10-10 a

800S137-68 33 12-2 10-6 8-7 e 12-2 i 10-6 i 8-7 i 11-10 10-6 8-7 e 12-2 i 10-6 i 8-7 i

800S137-68 50 13-0 11-10 10-4 e 14-7 i 13-0 i 10-7 i 11-10 10-9 9-4 e 13-3 i 12-0 i 10-6 i

800S162-68 33 12-11 11-2 e 9-1 e 12-11 i 11-2 i 9-1 i 12-3 11-2 e 9-1 e 12-11 i 11-2 i 9-1 i

800S162-68 50 13-6 12-3 10-9 e 15-2 i 13-9 i 11-3 i 12-3 11-2 9-9 e 13-9 i 12-6 i 10-11 i

800S200-68 33 13-7 11-9 e 9-7 e 13-7 i 11-9 i 9-7 i 12-9 11-7 e 9-7 e 13-7 i 11-9 i 9-7 i

800S200-68 50 14-0 12-9 11-1 e 15-9 i 14-2 i 11-7 i 12-9 11-7 10-1 e 14-4 i 13-0 i 11-4 i

800S250-68 33 14-6 12-7 e 10-3 e 14-6 i 12-7 i 10-3 a 13-5 12-2 e 10-3 e 14-6 i 12-7 i 10-3 a

800S250-68 50 14-9 13-5 11-9 e 16-7 i 14-7 i 11-11 i 13-5 12-2 10-8 e 15-1 i 13-8 i 11-11 i

800S300-68 33 15-0 e 13-0 e 10-7 e 15-0 i 13-0 i 10-7 a 14-0 12-9 e 10-7 e 15-0 i 13-0 i 10-7 a

800S300-68 50 15-4 14-0 e 12-2 e 17-3 i 15-6 i 12-8 a 14-0 12-8 11-1 e 15-8 i 14-3 i 12-5 a

800S162-97 33 15-1 13-2 10-9 15-2 13-2 10-9 i 13-8 12-5 10-9 15-2 13-2 10-9 i

800S162-97 50 15-1 13-8 11-11 16-11 15-5 13-3 i 13-8 12-5 10-10 15-5 14-0 12-2

800S200-97 33 15-8 13-11 11-4 16-1 13-11 11-4 i 14-3 12-11 11-3 16-0 13-11 11-4 i

800S200-97 50 15-8 14-3 12-5 17-7 16-0 13-11 i 14-3 12-11 11-3 16-0 14-6 12-8

800S250-97 33 16-6 15-0 12-4 17-5 15-1 i 12-4 i 15-0 13-7 11-11 16-10 15-1 i 12-4 i

800S250-97 50 16-6 15-0 13-1 18-6 16-10 14-8 i 15-0 13-7 11-11 16-10 15-4 13-4 i

800S300-97 33 17-3 15-8 13-1 18-6 16-0 i 13-1 i 15-8 14-3 12-5 17-7 16-0 i 13-1 i

800S300-97 50 17-3 15-8 13-8 19-5 17-7 15-5 i 15-8 14-3 12-5 17-7 16-0 14-0 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



925S137-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a

925S162-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a

925S200-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a

925S137-43 33 10-5 e 9-1 e 6-2 e 9-11 a 7-5 a 4-11 a 10-5 e 9-1 e 6-2 e 9-11 a 7-5 a 4-11 a

925S162-43 33 11-1 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 11-1 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a

925S200-43 33 10-11 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 10-11 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a

925S250-43 33 11-10 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 11-10 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a

925S300-43 33 12-5 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 12-5 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a

925S137-54 33 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 8-7 a 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 8-7 a

925S137-54 50 13-8 e 12-4 e 10-1 e 14-3 a 12-4 a 9-10 a 12-5 e 11-3 e 9-10 e 13-11 i 12-4 a 9-10 a

925S162-54 33 12-10 e 11-2 e 9-1 e 12-10 a 11-2 a 9-1 a 12-10 e 11-2 e 9-1 e 12-10 a 11-2 a 9-1 a

925S162-54 50 14-2 e 12-10 e 10-8 e 15-1 a 13-0 a 9-10 a 12-10 e 11-8 e 10-2 e 14-5 a 13-0 a 9-10 a

925S200-54 33 13-4 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a 13-4 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a

925S200-54 50 14-8 e 12-9 e 10-5 e 14-9 a 12-9 a 9-10 a 13-4 e 12-1 e 10-5 e 14-9 a 12-9 a 9-10 a

925S250-54 33 14-0 e 12-1 e 9-11 e 14-0 a 12-1 a 9-10 a 14-0 e 12-1 e 9-11 e 14-0 a 12-1 a 9-10 a

925S250-54 50 15-4 e 13-7 e 11-1 e 15-9 a 13-7 a 9-10 a 13-11 e 12-8 e 11-1 e 15-8 a 13-7 a 9-10 a

925S300-54 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 9-10 a 14-7 e 12-9 e 10-5 e 14-9 a 12-9 a 9-10 a

925S300-54 50 15-11 e 14-3 e 11-8 e 16-6 a 14-3 a 9-10 a 14-6 e 13-2 e 11-6 e 16-3 a 14-3 a 9-10 a

925S137-68 33 13-7 11-9 e 9-7 e 13-7 i 11-9 i 9-7 a 13-4 11-9 e 9-7 e 13-7 i 11-9 i 9-7 a

925S137-68 50 14-8 13-4 11-8 e 16-6 i 14-6 i 11-10 i 13-4 12-1 10-7 e 15-0 i 13-7 i 11-10 i

925S162-68 33 14-4 e 12-5 e 10-2 e 14-4 i 12-5 i 10-2 a 13-10 12-5 e 10-2 e 14-4 i 12-5 i 10-2 a

925S162-68 50 15-3 13-10 e 12-1 e 17-1 i 15-4 i 12-6 a 13-10 12-7 11-0 e 15-6 i 14-1 i 12-4 a

925S200-68 33 15-1 e 13-1 e 10-8 e 15-1 i 13-1 i 10-8 a 14-4 e 13-0 e 10-8 e 15-1 i 13-1 i 10-8 a

925S200-68 50 15-9 14-4 e 12-6 e 17-9 i 15-9 i 12-10 a 14-4 13-0 11-4 e 16-1 i 14-7 i 12-9 a

925S250-68 33 16-0 e 13-11 e 11-4 e 16-0 i 13-11 i 11-4 a 15-1 e 13-8 e 11-4 e 16-0 i 13-11 i 11-4 a

925S250-68 50 16-7 15-1 e 13-2 e 18-7 i 16-2 i 13-3 a 15-1 13-8 e 11-11 e 16-11 i 15-4 i 13-3 a

925S300-68 33 16-7 e 14-4 e 11-8 e 16-7 i 14-4 a 11-8 a 15-8 e 14-3 e 11-8 e 16-7 i 14-4 a 11-8 a

925S300-68 50 17-3 15-8 e 13-8 e 19-4 i 17-2 i 14-0 a 15-8 14-2 e 12-5 e 17-7 i 15-11 i 13-11 a

925S162-97 33 16-11 14-8 12-0 16-11 14-8 i 12-0 i 15-5 14-0 12-0 16-11 14-8 i 12-0 i

925S162-97 50 17-0 15-5 13-6 19-1 17-4 14-9 i 15-5 14-0 12-3 17-4 15-9 13-9 i

925S200-97 33 17-7 15-6 12-7 17-10 15-6 i 12-7 i 16-0 14-6 12-7 17-10 15-6 i 12-7 i

925S200-97 50 17-7 16-0 14-0 19-9 18-0 15-6 i 16-0 14-6 12-8 18-0 16-4 14-3 i

925S250-97 33 18-6 16-8 13-7 19-3 i 16-8 i 13-7 i 16-10 15-3 13-4 18-11 i 16-8 i 13-7 i

925S250-97 50 18-6 16-10 14-8 20-10 18-11 i 16-5 i 16-10 15-3 13-4 18-11 17-2 15-0 i

925S300-97 33 19-4 17-7 14-5 20-5 i 17-8 i 14-5 i 17-7 16-0 13-11 19-9 i 17-8 i 14-5 i

925S300-97 50 19-4 17-7 15-4 21-9 19-9 i 17-2 i 17-7 16-0 13-11 19-9 17-11 15-8 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1000S137-33 33 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a

1000S162-33 33 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a

1000S200-33 33 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a

1000S137-43 33 10-10 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 10-10 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a

1000S162-43 33 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a

1000S200-43 33 11-4 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-4 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a

1000S250-43 33 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a

1000S300-43 33 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a

1000S137-54 33 12-11 e 11-2 e 9-2 e 12-11 a 11-2 a 9-1 a 12-11 e 11-2 e 9-2 e 12-11 a 11-2 a 9-1 a

1000S137-54 50 14-7 e 12-9 e 10-5 e 14-8 a 12-9 a 9-1 a 13-3 e 12-0 e 10-5 e 14-8 a 12-9 a 9-1 a

1000S162-54 33 13-8 e 11-10 e 9-7 e 13-8 a 11-10 a 9-1 a 13-8 e 11-10 e 9-7 e 13-8 a 11-10 a 9-1 a

1000S162-54 50 15-1 e 13-6 e 11-0 e 15-7 a 13-6 a 9-1 a 13-9 e 12-5 e 10-11 e 15-5 a 13-6 a 9-1 a

1000S200-54 33 14-1 e 12-2 e 9-11 e 14-1 a 12-2 a 9-1 a 14-1 e 12-2 e 9-11 e 14-1 a 12-2 a 9-1 a

1000S200-54 50 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 9-1 a 14-2 e 12-11 e 10-10 e 15-4 a 13-3 a 9-1 a

1000S250-54 33 14-7 e 12-8 e 10-4 e 14-7 a 12-8 a 9-1 a 14-7 e 12-8 e 10-4 e 14-7 a 12-8 a 9-1 a

1000S250-54 50 16-4 e 14-2 e 11-4 e 16-4 a 13-8 a 9-1 a 14-10 e 13-6 e 11-4 e 16-4 a 13-8 a 9-1 a

1000S300-54 33 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 9-1 a 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 9-1 a

1000S300-54 50 16-11 e 14-10 e 11-4 e 17-2 a 13-8 a 9-1 a 15-5 e 14-0 e 11-4 e 17-2 a 13-8 a 9-1 a

1000S137-68 33 14-5 e 12-6 e 10-2 e 14-5 i 12-6 i 10-2 a 14-3 e 12-6 e 10-2 e 14-5 i 12-6 i 10-2 a

1000S137-68 50 15-8 14-3 e 12-5 e 17-7 i 15-5 i 12-7 a 14-3 12-11 11-4 e 16-0 i 14-6 i 12-7 a

1000S162-68 33 15-3 e 13-2 e 10-9 e 15-3 i 13-2 i 10-9 a 14-9 e 13-2 e 10-9 e 15-3 i 13-2 i 10-9 a

1000S162-68 50 16-3 14-9 e 12-11 e 18-3 i 16-3 i 13-3 a 14-9 13-5 e 11-8 e 16-7 i 15-1 i 13-2 a

1000S200-68 33 16-0 e 13-10 e 11-3 e 16-0 i 13-10 a 11-3 a 15-3 e 13-10 e 11-3 e 16-0 i 13-10 a 11-3 a

1000S200-68 50 16-10 15-3 e 13-4 e 18-11 i 16-8 i 13-7 a 15-3 13-10 e 12-1 e 17-2 i 15-7 i 13-7 a

1000S250-68 33 16-11 e 14-8 e 12-0 e 16-11 i 14-8 a 12-0 a 16-0 e 14-7 e 12-0 e 16-11 i 14-8 a 12-0 a

1000S250-68 50 17-8 e 16-0 e 13-9 e 19-5 i 16-10 i 13-9 a 16-0 14-7 e 12-8 e 18-0 i 16-4 i 13-9 a

1000S300-68 33 17-6 e 15-2 e 12-4 e 17-6 i 15-2 a 12-4 a 16-8 e 15-2 e 12-4 e 17-6 i 15-2 a 12-4 a

1000S300-68 50 18-4 e 16-8 e 14-6 e 20-6 i 17-9 a 14-6 a 16-8 15-1 e 13-2 e 18-8 i 17-0 i 14-6 a

1000S162-97 33 18-0 15-7 12-8 18-0 15-7 i 12-8 i 16-6 15-0 12-8 18-0 15-7 i 12-8 i

1000S162-97 50 18-2 16-6 14-5 20-5 18-6 15-8 i 16-6 15-0 13-1 18-6 16-10 14-8 i

1000S200-97 33 18-9 16-4 13-4 18-11 i 16-4 i 13-4 i 17-1 15-6 13-4 18-11 i 16-4 i 13-4 i

1000S200-97 50 18-9 17-1 14-11 21-1 19-2 i 16-5 i 17-1 15-6 13-6 19-2 17-5 15-2 i

1000S250-97 33 19-9 17-7 14-4 20-4 i 17-7 i 14-4 i 17-11 16-3 14-3 20-1 i 17-7 i 14-4 i

1000S250-97 50 19-9 17-11 15-8 22-2 20-1 i 17-4 i 17-11 16-3 14-3 20-1 18-3 16-0 i

1000S300-97 33 20-7 18-8 15-3 e 21-7 i 18-8 i 15-3 i 18-8 17-0 14-10 e 21-0 i 18-8 i 15-3 i

1000S300-97 50 20-7 18-8 16-4 23-1 21-0 i 18-1 i 18-8 17-0 14-10 21-0 19-1 i 16-8 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1125S137-33 33 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a

1125S162-33 33 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a

1125S200-33 33 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a

1125S137-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a

1125S162-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a

1125S200-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a

1125S250-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a

1125S300-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a

1125S137-54 33 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-0 a 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-0 a

1125S137-54 50 15-6 e 13-5 e 10-1 e 15-6 a 12-1 a 8-0 a 14-8 e 13-4 e 10-1 e 15-6 a 12-1 a 8-0 a

1125S162-54 33 14-4 e 12-5 e 10-1 e 14-4 a 12-1 a 8-0 a 14-4 e 12-5 e 10-1 e 14-4 a 12-1 a 8-0 a

1125S162-54 50 16-5 e 14-3 e 10-1 e 16-1 a 12-1 a 8-0 a 15-2 e 13-9 e 10-1 e 16-1 a 12-1 a 8-0 a

1125S200-54 33 14-10 e 12-10 e 10-1 e 14-10 a 12-1 a 8-0 a 14-10 e 12-10 e 10-1 e 14-10 a 12-1 a 8-0 a

1125S200-54 50 16-2 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a 15-8 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a

1125S250-54 33 15-4 e 13-4 e 10-1 e 15-4 a 12-1 a 8-0 a 15-4 e 13-4 e 10-1 e 15-4 a 12-1 a 8-0 a

1125S250-54 50 17-3 e 14-11 e 10-1 e 16-1 a 12-1 a 8-0 a 16-4 e 14-10 e 10-1 e 16-1 a 12-1 a 8-0 a

1125S300-54 33 16-2 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a 16-2 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a

1125S300-54 50 18-2 e 15-1 e 10-1 e 16-1 a 12-1 a 8-0 a 16-11 e 15-1 e 10-1 e 16-1 a 12-1 a 8-0 a

1125S137-68 33 15-10 e 13-8 e 11-2 e 15-10 i 13-8 a 11-2 a 15-9 e 13-8 e 11-2 e 15-10 i 13-8 a 11-2 a

1125S137-68 50 17-4 e 15-9 e 13-4 e 18-11 i 16-4 i 13-4 a 15-9 14-4 e 12-6 e 17-8 i 16-1 i 13-4 a

1125S162-68 33 16-8 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a 16-4 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a

1125S162-68 50 17-11 e 16-4 e 14-1 e 19-11 i 17-3 a 14-1 a 16-4 14-10 e 12-11 e 18-4 i 16-7 a 14-1 a

1125S200-68 33 17-5 e 15-1 e 12-4 e 17-5 i 15-1 a 12-4 a 16-10 e 15-1 e 12-4 e 17-5 i 15-1 a 12-4 a

1125S200-68 50 18-6 e 16-10 e 14-4 e 20-3 i 17-7 a 14-4 a 16-10 e 15-3 e 13-4 e 18-11 i 17-2 a 14-4 a

1125S250-68 33 18-5 e 15-11 e 13-0 e 18-5 a 15-11 a 13-0 a 17-7 e 15-11 e 13-0 e 18-5 a 15-11 a 13-0 a

1125S250-68 50 19-5 e 17-7 e 14-6 e 20-6 i 17-9 a 14-6 a 17-7 e 16-0 e 14-0 e 19-9 i 17-9 a 14-6 a

1125S300-68 33 19-0 e 16-5 e 13-5 e 19-0 a 16-5 a 13-5 a 18-4 e 16-5 e 13-5 e 19-0 a 16-5 a 13-5 a

1125S300-68 50 20-2 e 18-4 e 15-4 e 21-8 i 18-9 a 15-4 a 18-4 e 16-8 e 14-6 e 20-7 i 18-8 a 15-4 a

1125S162-97 33 19-8 17-0 13-11 19-8 i 17-0 i 13-11 i 18-3 16-7 13-11 19-8 i 17-0 i 13-11 i

1125S162-97 50 20-1 18-3 15-11 22-6 20-5 i 17-1 i 18-3 16-7 14-5 20-5 18-7 i 16-3 i

1125S200-97 33 20-8 17-10 14-7 e 20-8 i 17-10 i 14-7 i 18-10 17-1 14-7 e 20-8 i 17-10 i 14-7 i

1125S200-97 50 20-9 18-10 16-5 23-3 21-2 i 17-11 i 18-10 17-1 14-11 21-2 19-2 i 16-9 i

1125S250-97 33 21-8 19-2 15-8 e 22-2 i 19-2 i 15-8 i 19-8 17-11 15-8 e 22-2 i 19-2 i 15-8 i

1125S250-97 50 21-8 19-8 17-3 24-4 22-2 i 18-11 i 19-8 17-11 15-8 22-2 20-1 i 17-7 i

1125S300-97 33 22-7 20-3 16-6 e 23-5 i 20-3 i 16-6 i 20-6 18-8 16-3 e 23-1 i 20-3 i 16-6 i

1125S300-97 50 22-7 20-6 17-11 e 25-4 i 23-1 i 19-8 i 20-6 18-8 16-3 23-1 20-11 i 18-3 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1200S137-33 33 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a

1200S162-33 33 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a

1200S200-33 33 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a

1200S137-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a

1200S162-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a

1200S200-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a

1200S250-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a

1200S300-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a

1200S137-54 33 14-0 e 12-1 e 9-5 e 14-0 a 11-4 a 7-6 a 14-0 e 12-1 e 9-5 e 14-0 a 11-4 a 7-6 a

1200S137-54 50 16-0 e 13-10 e 9-5 e 15-1 a 11-4 a 7-6 a 15-6 e 13-10 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S162-54 33 14-9 e 12-9 e 9-5 e 14-9 a 11-4 a 7-6 a 14-9 e 12-9 e 9-5 e 14-9 a 11-4 a 7-6 a

1200S162-54 50 16-11 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 16-0 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S200-54 33 15-3 e 13-2 e 9-5 e 15-1 a 11-4 a 7-6 a 15-3 e 13-2 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S200-54 50 16-8 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 16-6 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S250-54 33 15-10 e 13-8 e 9-5 e 15-1 a 11-4 a 7-6 a 15-10 e 13-8 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S250-54 50 17-10 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 17-3 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S300-54 33 16-8 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 16-8 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S300-54 50 18-9 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 17-10 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a

1200S137-68 33 16-8 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a 16-8 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a

1200S137-68 50 18-4 e 16-8 e 13-8 e 19-5 i 16-9 a 13-8 a 16-8 e 15-2 e 13-3 e 18-8 i 16-9 a 13-8 a

1200S162-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a 17-3 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a

1200S162-68 50 18-11 e 17-3 e 14-6 e 20-6 i 17-9 a 14-6 a 17-3 e 15-8 e 13-8 e 19-4 i 17-7 a 14-6 a

1200S200-68 33 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 12-11 a 17-9 e 15-10 e 12-11 e 18-3 a 15-10 a 12-11 a

1200S200-68 50 19-6 e 17-9 e 14-9 e 20-10 i 18-1 a 14-9 a 17-9 e 16-1 e 14-1 e 19-11 i 18-1 a 14-9 a

1200S250-68 33 19-4 e 16-8 e 13-8 e 19-4 a 16-8 a 13-8 a 18-7 e 16-8 e 13-8 e 19-4 a 16-8 a 13-8 a

1200S250-68 50 20-5 e 18-3 e 14-11 e 21-1 i 18-3 a 14-11 a 18-7 e 16-10 e 14-9 e 20-10 i 18-3 a 14-11 a

1200S300-68 33 19-10 e 17-2 e 14-0 e 19-10 a 17-2 a 14-0 a 19-4 e 17-2 e 14-0 e 19-10 a 17-2 a 14-0 a

1200S300-68 50 21-3 e 19-4 e 15-9 e 22-4 a 19-4 a 15-1 a 19-4 e 17-6 e 15-4 e 21-8 a 19-4 a 15-1 a

1200S162-97 33 20-8 17-11 14-7 e 20-8 i 17-11 i 14-7 i 19-3 17-6 14-7 e 20-8 i 17-11 i 14-7 i

1200S162-97 50 21-2 19-3 16-10 23-9 21-7 i 18-0 i 19-3 17-6 15-3 21-7 19-8 i 17-2 i

1200S200-97 33 21-8 18-9 15-4 e 21-8 i 18-9 i 15-4 i 19-10 18-0 15-4 e 21-8 i 18-9 i 15-4 i

1200S200-97 50 21-10 19-10 17-4 24-7 i 22-4 i 18-10 i 19-10 18-0 15-9 22-4 20-3 i 17-8 i

1200S250-97 33 22-10 20-1 16-5 e 23-2 i 20-1 i 16-5 i 20-9 18-10 16-5 e 23-2 i 20-1 i 16-5 i

1200S250-97 50 22-10 20-9 18-2 e 25-8 i 23-4 i 19-10 i 20-9 18-10 16-6 23-4 21-2 i 18-6 i

1200S300-97 33 23-9 21-2 e 17-3 e 24-6 i 21-2 i 17-3 i 21-7 19-8 17-2 e 24-3 i 21-2 i 17-3 i

1200S300-97 50 23-9 21-7 18-10 e 26-9 i 24-3 i 20-7 i 21-7 19-8 17-2 24-3 i 22-1 i 19-3 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a

1400S162-33 33 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a

1400S200-33 33 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a

1400S137-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a

1400S162-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a

1400S200-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a

1400S250-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a

1400S300-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a

1400S137-54 33 14-11 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 14-11 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S137-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S162-54 33 15-10 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 15-10 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S162-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S200-54 33 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S200-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S250-54 33 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S250-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S300-54 33 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S300-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a

1400S137-68 33 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 12-9 a 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 12-9 a

1400S137-68 50 20-9 e 17-11 e 14-8 e 20-9 a 17-11 a 12-11 a 19-1 e 17-4 e 14-8 e 20-9 a 17-11 a 12-11 a

1400S162-68 33 19-0 e 16-5 e 13-5 e 19-0 a 16-5 a 12-11 a 19-0 e 16-5 e 13-5 e 19-0 a 16-5 a 12-11 a

1400S162-68 50 21-7 e 19-0 e 15-6 e 21-11 a 19-0 a 12-11 a 19-8 e 17-10 e 15-6 e 21-11 a 19-0 a 12-11 a

1400S200-68 33 19-10 e 17-2 e 14-0 e 19-10 a 17-2 a 12-11 a 19-10 e 17-2 e 14-0 e 19-10 a 17-2 a 12-11 a

1400S200-68 50 22-3 e 19-4 e 15-9 e 22-4 a 19-4 a 12-11 a 20-2 e 18-4 e 15-9 e 22-4 a 19-4 a 12-11 a

1400S250-68 33 20-10 e 18-0 e 14-8 e 20-10 a 18-0 a 12-11 a 20-10 e 18-0 e 14-8 e 20-10 a 18-0 a 12-11 a

1400S250-68 50 22-8 e 19-8 e 16-0 e 22-8 a 19-4 a 12-11 a 21-1 e 19-2 e 16-0 e 22-8 a 19-4 a 12-11 a

1400S300-68 33 21-3 e 18-5 e 15-0 e 21-3 a 18-5 a 12-11 a 21-3 e 18-5 e 15-0 e 21-3 a 18-5 a 12-11 a

1400S300-68 50 24-0 e 20-9 e 16-2 e 24-0 a 19-4 a 12-11 a 21-10 e 19-10 e 16-2 e 24-0 a 19-4 a 12-11 a

1400S162-97 33 23-4 20-2 e 16-6 e 23-4 i 20-2 i 16-6 i 22-0 19-11 16-6 e 23-4 i 20-2 i 16-6 i

1400S162-97 50 24-2 22-0 19-2 e 27-2 i 24-8 i 20-4 i 22-0 19-11 17-5 e 24-8 i 22-5 i 19-7 i

1400S200-97 33 24-4 21-1 e 17-3 e 24-4 i 21-1 i 17-3 i 22-7 20-6 e 17-3 e 24-4 i 21-1 i 17-3 i

1400S200-97 50 24-11 22-7 19-9 e 27-11 i 25-5 i 21-2 i 22-7 20-6 17-11 e 25-5 i 23-1 i 20-2 i

1400S250-97 33 25-11 22-6 e 18-4 e 25-11 i 22-6 i 18-4 a 23-7 21-5 e 18-4 e 25-11 i 22-6 i 18-4 a

1400S250-97 50 25-11 23-7 20-7 e 29-2 i 26-6 i 22-2 i 23-7 21-5 18-8 e 26-6 i 24-1 i 21-0 i

1400S300-97 33 26-11 e 23-8 e 19-4 e 27-4 i 23-8 i 19-4 a 24-6 22-3 e 19-4 e 27-4 i 23-8 i 19-4 a

1400S300-97 50 26-11 24-6 21-5 e 30-3 i 27-6 i 23-1 a 24-6 22-3 19-5 e 27-6 i 25-0 i 21-10 i


notes:1. Spans are based on continuous lateral support of compression flange2. Web crippling based on 3.5" bearing length3. Joists must be braced against rotation at all supports by track or blocking4. Live load deflection checked for unbalanced condition5. Total deflection = L/2406. Web punchouts were not considered for shear or web crippling. Shear and web crippling reduction factors required for web punchouts.7. For two equal spans, the listed span is the distance from either end support to the center support. Joists must be continuous over the center support.8. Bridging recommendations:

up to 14' span 1 row at mid-span14' to 20' span 2 rows at 1/3 points20' to 26' span 3 rows at 1/4 points

"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports



Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a

1400S162-33 33 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a

1400S200-33 33 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a

1400S137-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a

1400S162-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a

1400S200-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a

1400S250-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a

1400S300-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a

1400S137-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S137-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S162-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S162-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S200-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S200-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S250-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S250-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S300-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S300-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a

1400S137-68 33 15-11 e 13-9 e 11-3 e 15-11 a 13-9 a 10-0 a 15-11 e 13-9 e 11-3 e 15-11 a 13-9 a 10-0 a

1400S137-68 50 18-3 e 15-10 e 12-6 e 18-3 a 15-1 a 10-0 a 17-9 e 15-10 e 12-6 e 18-3 a 15-1 a 10-0 a

1400S162-68 33 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 10-0 a 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 10-0 a

1400S162-68 50 19-4 e 16-9 e 12-6 e 19-4 a 15-1 a 10-0 a 18-3 e 16-7 e 12-6 e 19-4 a 15-1 a 10-0 a

1400S200-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-1 a 10-0 a 17-6 e 15-2 e 12-4 e 17-6 a 15-1 a 10-0 a

1400S200-68 50 19-8 e 17-1 e 12-6 e 19-8 a 15-1 a 10-0 a 18-10 e 17-1 e 12-6 e 19-8 a 15-1 a 10-0 a

1400S250-68 33 18-4 e 15-11 e 12-6 e 18-4 a 15-1 a 10-0 a 18-4 e 15-11 e 12-6 e 18-4 a 15-1 a 10-0 a

1400S250-68 50 20-0 e 17-4 e 12-6 e 20-0 a 15-1 a 10-0 a 19-7 e 17-4 e 12-6 e 20-0 a 15-1 a 10-0 a

1400S300-68 33 18-9 e 16-3 e 12-6 e 18-9 a 15-1 a 10-0 a 18-9 e 16-3 e 12-6 e 18-9 a 15-1 a 10-0 a

1400S300-68 50 21-2 e 18-4 e 12-6 e 20-1 a 15-1 a 10-0 a 20-4 e 18-4 e 12-6 e 20-1 a 15-1 a 10-0 a

1400S162-97 33 20-7 17-10 e 14-6 e 20-7 i 17-10 i 14-6 a 20-5 17-10 e 14-6 e 20-7 i 17-10 i 14-6 a

1400S162-97 50 22-6 20-5 e 17-10 e 25-3 i 21-11 i 17-11 a 20-5 18-7 16-3 e 22-11 i 20-10 i 17-11 a

1400S200-97 33 21-6 e 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a 21-0 e 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a

1400S200-97 50 23-2 21-0 e 18-4 e 26-0 i 22-10 i 18-8 a 21-0 19-1 16-8 e 23-8 i 21-6 i 18-8 a

1400S250-97 33 22-11 e 19-10 e 16-2 e 22-11 i 19-10 i 16-2 a 21-11 e 19-10 e 16-2 e 22-11 i 19-10 i 16-2 a

1400S250-97 50 24-2 21-11 e 19-2 e 27-2 i 24-0 i 19-7 a 21-11 19-11 e 17-5 e 24-8 i 22-5 i 19-7 a

1400S300-97 33 24-1 e 20-10 e 17-0 e 24-1 i 20-10 a 17-0 a 22-9 e 20-8 e 17-0 e 24-1 i 20-10 a 17-0 a

1400S300-97 50 25-1 22-9 e 19-11 e 28-2 i 24-11 i 20-4 a 22-9 20-8 e 18-1 e 25-7 i 23-3 i 20-4 a





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24

600S137-33 33 6-4 e 5-6 e 3-8 e 5-11 a 4-5 a 2-11 a 6-4 e 5-6 e 3-8 e 5-11 a 4-5 a 2-11 a

600S162-33 33 6-8 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a 6-8 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a

600S200-33 33 6-10 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a 6-10 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a

600S137-43 33 7-4 e 6-4 e 5-2 e 7-4 a 6-4 a 5-2 a 7-4 e 6-4 e 5-2 e 7-4 a 6-4 a 5-2 a

600S162-43 33 7-9 e 6-9 e 5-6 e 7-9 a 6-9 a 5-6 a 7-9 e 6-9 e 5-6 e 7-9 a 6-9 a 5-6 a

600S200-43 33 7-10 e 6-9 e 5-6 e 7-10 a 6-9 a 5-6 a 7-10 e 6-9 e 5-6 e 7-10 a 6-9 a 5-6 a

600S250-43 33 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a

600S300-43 33 9-0 e 7-9 e 6-4 e 9-0 a 7-9 a 6-4 a 9-0 e 7-9 e 6-4 e 9-0 a 7-9 a 6-4 a

600S137-54 33 8-2 7-0 e 5-9 e 8-2 i 7-0 i 5-9 a 8-2 7-0 e 5-9 e 8-2 i 7-0 i 5-9 a

600S137-54 50 9-6 8-7 e 7-0 e 9-11 i 8-7 i 7-0 a 8-8 7-10 e 6-10 e 9-9 i 8-7 i 7-0 a

600S162-54 33 8-8 e 7-6 e 6-1 e 8-8 i 7-6 i 6-1 a 8-8 e 7-6 e 6-1 e 8-8 i 7-6 i 6-1 a

600S162-54 50 9-11 9-0 e 7-5 e 10-6 i 9-1 i 7-5 a 9-0 8-2 e 7-2 e 10-2 i 9-1 i 7-5 a

600S200-54 33 9-1 e 7-10 e 6-5 e 9-1 i 7-10 i 6-5 a 9-1 e 7-10 e 6-5 e 9-1 i 7-10 i 6-5 a

600S200-54 50 10-4 e 9-2 e 7-5 e 10-7 i 9-2 i 7-5 a 9-5 8-7 e 7-5 e 10-7 i 9-2 i 7-5 a

600S250-54 33 9-7 e 8-3 e 6-9 e 9-7 i 8-3 a 6-9 a 9-7 e 8-3 e 6-9 e 9-7 i 8-3 a 6-9 a

600S250-54 50 10-11 e 9-10 e 8-0 e 11-4 i 9-10 i 8-0 a 9-11 9-0 e 7-10 e 11-1 i 9-10 i 8-0 a

600S300-54 33 10-2 e 8-9 e 7-2 e 10-2 i 8-9 a 7-2 a 10-2 e 8-9 e 7-2 e 10-2 i 8-9 a 7-2 a

600S300-54 50 11-4 e 10-4 e 8-5 e 11-11 i 10-4 i 8-5 a 10-4 9-4 e 8-2 e 11-7 i 10-4 i 8-5 a

600S137-68 33 9-1 7-10 6-5 9-1 i 7-10 i 6-5 i 9-1 7-10 6-5 9-1 i 7-10 i 6-5 i

600S137-68 50 10-3 9-4 7-11 11-2 9-8 i 7-11 i 9-4 8-5 7-4 10-5 9-6 i 7-11 i

600S162-68 33 9-8 8-4 6-10 e 9-8 i 8-4 i 6-10 i 9-8 8-4 6-10 e 9-8 i 8-4 i 6-10 i

600S162-68 50 10-8 9-9 8-5 e 11-11 i 10-4 i 8-5 i 9-9 8-10 7-8 10-11 9-11 i 8-5 i

600S200-68 33 10-3 8-11 7-3 e 10-3 i 8-11 i 7-3 i 10-2 8-11 7-3 e 10-3 i 8-11 i 7-3 i

600S200-68 50 11-2 10-2 8-8 e 12-4 i 10-8 i 8-8 i 10-2 9-2 8-0 11-4 i 10-4 i 8-8 i

600S250-68 33 11-0 9-6 7-9 e 11-0 i 9-6 i 7-9 i 10-9 9-6 7-9 e 11-0 i 9-6 i 7-9 i

600S250-68 50 11-10 10-9 9-0 e 12-8 i 11-0 i 9-0 i 10-9 9-9 8-6 e 12-0 i 10-11 i 9-0 i

600S300-68 33 11-5 9-10 8-1 e 11-5 i 9-10 i 8-1 i 11-3 9-10 8-1 e 11-5 i 9-10 i 8-1 i

600S300-68 50 12-4 11-2 9-7 e 13-7 i 11-9 i 9-7 i 11-2 10-2 8-11 e 12-7 i 11-5 i 9-7 i

600S162-97 33 11-4 9-10 8-0 11-4 9-10 8-0 10-10 9-10 8-0 11-4 9-10 8-0

600S162-97 50 11-11 10-10 9-5 13-5 12-1 9-11 10-10 9-10 8-7 12-2 11-0 9-8

600S200-97 33 12-1 10-6 8-7 12-1 10-6 8-7 i 11-4 10-3 8-7 12-1 10-6 8-7 i

600S200-97 50 12-5 11-4 9-10 14-0 12-8 10-6 11-4 10-3 8-11 12-8 11-6 10-1

600S250-97 33 13-2 11-5 9-4 13-2 11-5 9-4 i 11-11 10-10 9-4 13-2 11-5 9-4 i

600S250-97 50 13-2 11-11 10-5 14-9 13-5 11-3 i 11-11 10-10 9-6 13-5 12-2 10-8

600S300-97 33 13-10 12-3 10-0 14-1 12-3 10-0 i 12-7 11-5 9-11 14-1 12-3 10-0 i

600S300-97 50 13-10 12-7 10-11 15-6 14-1 11-10 i 12-7 11-5 9-11 14-1 12-10 11-2







Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



800S137-33 33 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a

800S162-33 33 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a

800S200-33 33 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a

800S137-43 33 9-0 e 7-10 e 6-1 e 9-0 a 7-4 a 4-11 a 9-0 e 7-10 e 6-1 e 9-0 a 7-4 a 4-11 a

800S162-43 33 9-7 e 8-3 e 6-1 e 9-7 a 7-4 a 4-11 a 9-7 e 8-3 e 6-1 e 9-7 a 7-4 a 4-11 a

800S200-43 33 9-5 e 8-2 e 6-1 e 9-5 a 7-4 a 4-11 a 9-5 e 8-2 e 6-1 e 9-5 a 7-4 a 4-11 a

800S250-43 33 10-2 e 8-10 e 6-1 e 9-10 a 7-4 a 4-11 a 10-2 e 8-10 e 6-1 e 9-10 a 7-4 a 4-11 a

800S300-43 33 10-9 e 9-2 e 6-1 e 9-10 a 7-4 a 4-11 a 10-9 e 9-2 e 6-1 e 9-10 a 7-4 a 4-11 a

800S137-54 33 10-1 e 8-8 e 7-1 e 10-1 i 8-8 a 7-1 a 10-1 e 8-8 e 7-1 e 10-1 i 8-8 a 7-1 a

800S137-54 50 12-1 e 10-7 e 8-8 e 12-3 i 10-7 a 8-8 a 11-0 e 10-0 e 8-8 e 12-3 i 10-7 a 8-8 a

800S162-54 33 10-8 e 9-3 e 7-6 e 10-8 a 9-3 a 7-6 a 10-8 e 9-3 e 7-6 e 10-8 a 9-3 a 7-6 a

800S162-54 50 12-7 e 11-2 e 9-2 e 12-11 a 11-2 a 9-2 a 11-5 e 10-4 e 9-1 e 12-10 a 11-2 a 9-2 a

800S200-54 33 11-1 e 9-7 e 7-10 e 11-1 a 9-7 a 7-10 a 11-1 e 9-7 e 7-10 e 11-1 a 9-7 a 7-10 a

800S200-54 50 12-9 e 11-0 e 9-0 e 12-9 a 11-0 a 9-0 a 11-10 e 10-9 e 9-0 e 12-9 a 11-0 a 9-0 a

800S250-54 33 11-8 e 10-1 e 8-3 e 11-8 a 10-1 a 8-3 a 11-8 e 10-1 e 8-3 e 11-8 a 10-1 a 8-3 a

800S250-54 50 13-6 e 11-9 e 9-7 e 13-6 a 11-9 a 9-7 a 12-5 e 11-3 e 9-7 e 13-6 a 11-9 a 9-7 a

800S300-54 33 12-4 e 10-8 e 8-8 e 12-4 a 10-8 a 8-8 a 12-4 e 10-8 e 8-8 e 12-4 a 10-8 a 8-8 a

800S300-54 50 14-2 e 12-3 e 10-0 e 14-2 a 12-3 a 9-8 a 12-11 e 11-8 e 10-0 e 14-2 a 12-3 a 9-8 a

800S137-68 33 11-2 9-8 e 7-11 e 11-2 i 9-8 i 7-11 i 11-2 9-8 e 7-11 e 11-2 i 9-8 i 7-11 i

800S137-68 50 13-0 11-10 9-9 e 13-10 i 11-11 i 9-9 i 11-10 10-9 9-4 e 13-3 i 11-11 i 9-9 i

800S162-68 33 11-11 10-3 e 8-5 e 11-11 i 10-3 i 8-5 a 11-11 10-3 e 8-5 e 11-11 i 10-3 i 8-5 a

800S162-68 50 13-6 12-3 e 10-4 e 14-8 i 12-8 i 10-4 i 12-3 11-2 9-9 e 13-9 i 12-6 i 10-4 i

800S200-68 33 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a

800S200-68 50 14-0 12-9 e 10-8 e 15-1 i 13-1 i 10-8 a 12-9 11-7 10-1 e 14-4 i 13-0 i 10-8 a

800S250-68 33 13-4 e 11-7 e 9-5 e 13-4 i 11-7 i 9-5 a 13-4 e 11-7 e 9-5 e 13-4 i 11-7 i 9-5 a

800S250-68 50 14-9 13-5 e 11-0 e 15-6 i 13-5 i 11-0 a 13-5 12-2 e 10-8 e 15-1 i 13-5 i 11-0 a

800S300-68 33 13-10 e 11-11 e 9-9 e 13-10 i 11-11 i 9-9 a 13-10 e 11-11 e 9-9 e 13-10 i 11-11 i 9-9 a

800S300-68 50 15-4 14-0 e 11-8 e 16-6 i 14-3 i 11-8 a 14-0 12-8 e 11-1 e 15-8 i 14-3 i 11-8 a

800S162-97 33 14-0 12-1 9-11 14-0 12-1 9-11 i 13-8 12-1 9-11 14-0 12-1 9-11 i

800S162-97 50 15-1 13-8 11-11 16-11 14-11 12-2 i 13-8 12-5 10-10 15-5 14-0 12-2 i

800S200-97 33 14-10 12-10 10-6 14-10 12-10 i 10-6 i 14-3 12-10 10-6 14-10 12-10 i 10-6 i

800S200-97 50 15-8 14-3 12-5 17-7 15-9 12-11 i 14-3 12-11 11-3 16-0 14-6 12-8 i

800S250-97 33 16-0 13-11 11-4 16-0 13-11 i 11-4 i 15-0 13-7 11-4 16-0 13-11 i 11-4 i

800S250-97 50 16-6 15-0 13-1 18-6 16-9 i 13-8 i 15-0 13-7 11-11 16-10 15-4 13-4 i

800S300-97 33 17-1 14-9 12-1 17-1 i 14-9 i 12-1 i 15-8 14-3 12-1 17-1 i 14-9 i 12-1 i

800S300-97 50 17-3 15-8 13-8 19-5 17-6 i 14-4 i 15-8 14-3 12-5 17-7 16-0 14-0 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



925S137-33 33 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a

925S162-33 33 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a

925S200-33 33 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a

925S137-43 33 9-8 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 9-8 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a

925S162-43 33 10-3 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-3 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a

925S200-43 33 10-1 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-1 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a

925S250-43 33 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a

925S300-43 33 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a

925S137-54 33 11-3 e 9-8 e 7-11 e 11-3 a 9-8 a 7-11 a 11-3 e 9-8 e 7-11 e 11-3 a 9-8 a 7-11 a

925S137-54 50 13-1 e 11-4 e 9-3 e 13-1 a 11-4 a 8-4 a 12-5 e 11-3 e 9-3 e 13-1 a 11-4 a 8-4 a

925S162-54 33 11-10 e 10-3 e 8-4 e 11-10 a 10-3 a 8-4 a 11-10 e 10-3 e 8-4 e 11-10 a 10-3 a 8-4 a

925S162-54 50 13-10 e 12-0 e 9-9 e 13-10 a 12-0 a 8-4 a 12-10 e 11-8 e 9-9 e 13-10 a 12-0 a 8-4 a

925S200-54 33 12-3 e 10-8 e 8-8 e 12-3 a 10-8 a 8-4 a 12-3 e 10-8 e 8-8 e 12-3 a 10-8 a 8-4 a

925S200-54 50 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a 13-4 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a

925S250-54 33 12-11 e 11-2 e 9-1 e 12-11 a 11-2 a 8-4 a 12-11 e 11-2 e 9-1 e 12-11 a 11-2 a 8-4 a

925S250-54 50 14-6 e 12-7 e 10-3 e 14-6 a 12-6 a 8-4 a 13-11 e 12-7 e 10-3 e 14-6 a 12-6 a 8-4 a

925S300-54 33 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a

925S300-54 50 15-2 e 13-2 e 10-5 e 15-2 a 12-6 a 8-4 a 14-6 e 13-2 e 10-5 e 15-2 a 12-6 a 8-4 a

925S137-68 33 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a

925S137-68 50 14-8 13-4 e 10-11 e 15-5 i 13-4 i 10-11 a 13-4 12-1 e 10-7 e 15-0 i 13-4 i 10-11 a

925S162-68 33 13-3 e 11-5 e 9-4 e 13-3 i 11-5 i 9-4 a 13-3 e 11-5 e 9-4 e 13-3 i 11-5 i 9-4 a

925S162-68 50 15-3 e 13-10 e 11-6 e 16-3 i 14-1 i 11-6 a 13-10 12-7 e 11-0 e 15-6 i 14-1 i 11-6 a

925S200-68 33 13-11 e 12-0 e 9-10 e 13-11 i 12-0 a 9-10 a 13-11 e 12-0 e 9-10 e 13-11 i 12-0 a 9-10 a

925S200-68 50 15-9 e 14-4 e 11-10 e 16-9 i 14-6 i 11-10 a 14-4 13-0 e 11-4 e 16-1 i 14-6 i 11-10 a

925S250-68 33 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a

925S250-68 50 16-7 e 14-11 e 12-2 e 17-3 i 14-11 i 12-2 a 15-1 13-8 e 11-11 e 16-11 i 14-11 i 12-2 a

925S300-68 33 15-3 e 13-2 e 10-9 e 15-3 i 13-2 a 10-9 a 15-3 e 13-2 e 10-9 e 15-3 i 13-2 a 10-9 a

925S300-68 50 17-3 e 15-8 e 12-10 e 18-3 i 15-9 a 12-10 a 15-8 e 14-2 e 12-5 e 17-7 i 15-9 a 12-10 a

925S162-97 33 15-7 13-6 11-0 15-7 13-6 i 11-0 i 15-5 13-6 11-0 15-7 13-6 i 11-0 i

925S162-97 50 17-0 15-5 13-6 19-1 16-8 i 13-7 i 15-5 14-0 12-3 17-4 15-9 13-7 i

925S200-97 33 16-5 14-3 11-7 16-5 i 14-3 i 11-7 i 16-0 14-3 11-7 16-5 i 14-3 i 11-7 i

925S200-97 50 17-7 16-0 14-0 19-9 17-6 i 14-4 i 16-0 14-6 12-8 18-0 16-4 i 14-3 i

925S250-97 33 17-9 15-4 12-6 17-9 i 15-4 i 12-6 i 16-10 15-3 12-6 17-9 i 15-4 i 12-6 i

925S250-97 50 18-6 16-10 14-8 20-10 18-6 i 15-1 i 16-10 15-3 13-4 18-11 17-2 i 15-0 i

925S300-97 33 18-10 16-3 13-4 e 18-10 i 16-3 i 13-4 i 17-7 16-0 13-4 e 18-10 i 16-3 i 13-4 i

925S300-97 50 19-4 17-7 15-4 21-9 i 19-4 i 15-10 i 17-7 16-0 13-11 19-9 17-11 i 15-8 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1000S137-33 33 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a

1000S162-33 33 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a

1000S200-33 33 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a

1000S137-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a

1000S162-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a

1000S200-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a

1000S250-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a

1000S300-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a

1000S137-54 33 11-11 e 10-4 e 8-5 e 11-11 a 10-4 a 7-8 a 11-11 e 10-4 e 8-5 e 11-11 a 10-4 a 7-8 a

1000S137-54 50 13-7 e 11-9 e 9-7 e 13-7 a 11-7 a 7-8 a 13-3 e 11-9 e 9-7 e 13-7 a 11-7 a 7-8 a

1000S162-54 33 12-7 e 10-10 e 8-10 e 12-7 a 10-10 a 7-8 a 12-7 e 10-10 e 8-10 e 12-7 a 10-10 a 7-8 a

1000S162-54 50 14-4 e 12-5 e 9-8 e 14-4 a 11-7 a 7-8 a 13-9 e 12-5 e 9-8 e 14-4 a 11-7 a 7-8 a

1000S200-54 33 13-0 e 11-3 e 9-2 e 13-0 a 11-3 a 7-8 a 13-0 e 11-3 e 9-2 e 13-0 a 11-3 a 7-8 a

1000S200-54 50 14-1 e 12-2 e 9-8 e 14-1 a 11-7 a 7-8 a 14-1 e 12-2 e 9-8 e 14-1 a 11-7 a 7-8 a

1000S250-54 33 13-5 e 11-8 e 9-6 e 13-5 a 11-7 a 7-8 a 13-5 e 11-8 e 9-6 e 13-5 a 11-7 a 7-8 a

1000S250-54 50 15-0 e 13-0 e 9-8 e 15-0 a 11-7 a 7-8 a 14-10 e 13-0 e 9-8 e 15-0 a 11-7 a 7-8 a

1000S300-54 33 14-1 e 12-3 e 9-8 e 14-1 a 11-7 a 7-8 a 14-1 e 12-3 e 9-8 e 14-1 a 11-7 a 7-8 a

1000S300-54 50 15-9 e 13-8 e 9-8 e 15-5 a 11-7 a 7-8 a 15-5 e 13-8 e 9-8 e 15-5 a 11-7 a 7-8 a

1000S137-68 33 13-3 e 11-6 e 9-5 e 13-3 i 11-6 i 9-5 a 13-3 e 11-6 e 9-5 e 13-3 i 11-6 i 9-5 a

1000S137-68 50 15-8 e 14-2 e 11-7 e 16-4 i 14-2 i 11-7 a 14-3 12-11 e 11-4 e 16-0 i 14-2 i 11-7 a

1000S162-68 33 14-0 e 12-2 e 9-11 e 14-0 i 12-2 a 9-11 a 14-0 e 12-2 e 9-11 e 14-0 i 12-2 a 9-11 a

1000S162-68 50 16-3 e 14-9 e 12-2 e 17-3 i 14-11 a 12-2 a 14-9 e 13-5 e 11-8 e 16-7 i 14-11 a 12-2 a

1000S200-68 33 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a

1000S200-68 50 16-10 e 15-3 e 12-6 e 17-9 i 15-4 a 12-6 a 15-3 e 13-10 e 12-1 e 17-2 i 15-4 a 12-6 a

1000S250-68 33 15-7 e 13-6 e 11-0 e 15-7 i 13-6 a 11-0 a 15-7 e 13-6 e 11-0 e 15-7 i 13-6 a 11-0 a

1000S250-68 50 17-8 e 15-6 e 12-8 e 17-11 i 15-6 a 12-8 a 16-0 e 14-7 e 12-8 e 17-11 i 15-6 a 12-8 a

1000S300-68 33 16-1 e 13-11 e 11-5 e 16-1 a 13-11 a 11-5 a 16-1 e 13-11 e 11-5 e 16-1 a 13-11 a 11-5 a

1000S300-68 50 18-4 e 16-4 e 13-4 e 18-11 i 16-4 a 13-4 a 16-8 e 15-1 e 13-2 e 18-8 i 16-4 a 13-4 a

1000S162-97 33 16-7 14-4 11-8 16-7 i 14-4 i 11-8 i 16-6 14-4 11-8 16-7 i 14-4 i 11-8 i

1000S162-97 50 18-2 16-6 14-5 20-4 17-8 i 14-5 i 16-6 15-0 13-1 18-6 16-10 i 14-5 i

1000S200-97 33 17-5 15-1 12-4 17-5 i 15-1 i 12-4 i 17-1 15-1 12-4 17-5 i 15-1 i 12-4 i

1000S200-97 50 18-9 17-1 14-11 21-1 18-7 i 15-2 i 17-1 15-6 13-6 19-2 17-5 i 15-2 i

1000S250-97 33 18-9 16-3 13-3 e 18-9 i 16-3 i 13-3 i 17-11 16-3 13-3 e 18-9 i 16-3 i 13-3 i

1000S250-97 50 19-9 17-11 15-8 e 22-2 i 19-7 i 16-0 i 17-11 16-3 14-3 20-1 18-3 i 16-0 i

1000S300-97 33 19-10 17-2 14-0 e 19-10 i 17-2 i 14-0 i 18-8 17-0 14-0 e 19-10 i 17-2 i 14-0 i

1000S300-97 50 20-7 18-8 16-4 e 23-1 i 20-5 i 16-8 i 18-8 17-0 14-10 21-0 19-1 i 16-8 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1125S137-33 33 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a

1125S162-33 33 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a

1125S200-33 33 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a

1125S137-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a

1125S162-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a

1125S200-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a

1125S250-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a

1125S300-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a

1125S137-54 33 12-6 e 10-10 e 8-6 e 12-6 a 10-3 a 6-10 a 12-6 e 10-10 e 8-6 e 12-6 a 10-3 a 6-10 a

1125S137-54 50 14-3 e 12-4 e 8-6 e 13-8 a 10-3 a 6-10 a 14-3 e 12-4 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S162-54 33 13-3 e 11-5 e 8-6 e 13-3 a 10-3 a 6-10 a 13-3 e 11-5 e 8-6 e 13-3 a 10-3 a 6-10 a

1125S162-54 50 15-2 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 15-2 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S200-54 33 13-8 e 11-10 e 8-6 e 13-8 a 10-3 a 6-10 a 13-8 e 11-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S200-54 50 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S250-54 33 14-2 e 12-3 e 8-6 e 13-8 a 10-3 a 6-10 a 14-2 e 12-3 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S250-54 50 15-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 15-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S300-54 33 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S300-54 50 16-9 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 16-9 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a

1125S137-68 33 14-7 e 12-7 e 10-3 e 14-7 i 12-7 a 10-3 a 14-7 e 12-7 e 10-3 e 14-7 i 12-7 a 10-3 a

1125S137-68 50 17-4 e 15-1 e 12-3 e 17-5 i 15-1 a 12-3 a 15-9 e 14-4 e 12-3 e 17-5 i 15-1 a 12-3 a

1125S162-68 33 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a

1125S162-68 50 17-11 e 15-11 e 13-0 e 18-4 i 15-11 a 13-0 a 16-4 e 14-10 e 12-11 e 18-4 i 15-11 a 13-0 a

1125S200-68 33 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a

1125S200-68 50 18-6 e 16-2 e 13-2 e 18-8 i 16-2 a 13-2 a 16-10 e 15-3 e 13-2 e 18-8 i 16-2 a 13-2 a

1125S250-68 33 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 12-0 a 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 12-0 a

1125S250-68 50 18-10 e 16-4 e 13-4 e 18-10 a 16-4 a 13-4 a 17-7 e 16-0 e 13-4 e 18-10 a 16-4 a 13-4 a

1125S300-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a

1125S300-68 50 19-11 e 17-3 e 14-1 e 19-11 a 17-3 a 13-8 a 18-4 e 16-8 e 14-1 e 19-11 a 17-3 a 13-8 a

1125S162-97 33 18-1 15-8 12-9 e 18-1 i 15-8 i 12-9 i 18-1 15-8 12-9 e 18-1 i 15-8 i 12-9 i

1125S162-97 50 20-1 18-3 15-9 e 22-4 i 19-4 i 15-9 i 18-3 16-7 14-5 20-5 18-7 i 15-9 i

1125S200-97 33 19-0 16-5 13-5 e 19-0 i 16-5 i 13-5 i 18-10 16-5 13-5 e 19-0 i 16-5 i 13-5 i

1125S200-97 50 20-9 18-10 16-5 e 23-3 i 20-3 i 16-6 i 18-10 17-1 14-11 21-2 i 19-2 i 16-6 i

1125S250-97 33 20-5 17-8 14-5 e 20-5 i 17-8 i 14-5 i 19-8 17-8 14-5 e 20-5 i 17-8 i 14-5 i

1125S250-97 50 21-8 19-8 17-3 e 24-4 i 21-4 i 17-5 i 19-8 17-11 15-8 e 22-2 i 20-1 i 17-5 i

1125S300-97 33 21-6 18-8 e 15-3 e 21-6 i 18-8 i 15-3 i 20-6 18-8 e 15-3 e 21-6 i 18-8 i 15-3 i

1125S300-97 50 22-7 20-6 17-11 e 25-4 i 22-3 i 18-2 i 20-6 18-8 16-3 e 23-1 i 20-11 i 18-2 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1200S137-33 33 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a

1200S162-33 33 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a

1200S200-33 33 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a

1200S137-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a

1200S162-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a

1200S200-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a

1200S250-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a

1200S300-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a

1200S137-54 33 12-10 e 11-2 e 8-0 e 12-9 a 9-7 a 6-4 a 12-10 e 11-2 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S137-54 50 14-9 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 14-9 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S162-54 33 13-7 e 11-9 e 8-0 e 12-9 a 9-7 a 6-4 a 13-7 e 11-9 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S162-54 50 15-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 15-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S200-54 33 14-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 14-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S200-54 50 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S250-54 33 14-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 14-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S250-54 50 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S300-54 33 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S300-54 50 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a

1200S137-68 33 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a

1200S137-68 50 17-10 e 15-6 e 12-7 e 17-10 i 15-6 a 12-7 a 16-8 e 15-2 e 12-7 e 17-10 i 15-6 a 12-7 a

1200S162-68 33 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a

1200S162-68 50 18-10 e 16-4 e 13-4 e 18-10 a 16-4 a 12-10 a 17-3 e 15-8 e 13-4 e 18-10 a 16-4 a 12-10 a

1200S200-68 33 16-10 e 14-7 e 11-11 e 16-10 a 14-7 a 11-11 a 16-10 e 14-7 e 11-11 e 16-10 a 14-7 a 11-11 a

1200S200-68 50 19-2 e 16-8 e 13-7 e 19-2 a 16-8 a 12-10 a 17-9 e 16-1 e 13-7 e 19-2 a 16-8 a 12-10 a

1200S250-68 33 17-9 e 15-5 e 12-7 e 17-9 a 15-5 a 12-7 a 17-9 e 15-5 e 12-7 e 17-9 a 15-5 a 12-7 a

1200S250-68 50 19-5 e 16-10 e 13-9 e 19-5 a 16-10 a 12-10 a 18-7 e 16-10 e 13-9 e 19-5 a 16-10 a 12-10 a

1200S300-68 33 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 12-10 a 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 12-10 a

1200S300-68 50 20-7 e 17-9 e 14-6 e 20-7 a 17-9 a 12-10 a 19-4 e 17-6 e 14-6 e 20-7 a 17-9 a 12-10 a

1200S162-97 33 19-0 16-6 13-5 e 19-0 i 16-6 i 13-5 i 19-0 16-6 13-5 e 19-0 i 16-6 i 13-5 i

1200S162-97 50 21-2 19-3 16-7 e 23-5 i 20-3 i 16-7 i 19-3 17-6 15-3 e 21-7 i 19-8 i 16-7 i

1200S200-97 33 19-11 17-3 14-1 e 19-11 i 17-3 i 14-1 i 19-10 17-3 14-1 e 19-11 i 17-3 i 14-1 i

1200S200-97 50 21-10 19-10 17-4 e 24-6 i 21-3 i 17-4 i 19-10 18-0 15-9 e 22-4 i 20-3 i 17-4 i

1200S250-97 33 21-4 18-6 e 15-1 e 21-4 i 18-6 i 15-1 i 20-9 18-6 e 15-1 e 21-4 i 18-6 i 15-1 i

1200S250-97 50 22-10 20-9 18-2 e 25-8 i 22-4 i 18-3 i 20-9 18-10 16-6 e 23-4 i 21-2 i 18-3 i

1200S300-97 33 22-6 19-6 e 15-11 e 22-6 i 19-6 i 15-11 a 21-7 19-6 e 15-11 e 22-6 i 19-6 i 15-11 a

1200S300-97 50 23-9 21-7 18-10 e 26-9 i 23-3 i 19-0 i 21-7 19-8 17-2 e 24-3 i 22-1 i 19-0 i





Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24



1400S137-33 33 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a

1400S162-33 33 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a

1400S200-33 33 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a

1400S137-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a

1400S162-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a

1400S200-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a

1400S250-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a

1400S300-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a

1400S137-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S137-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S162-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S162-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S200-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S200-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S250-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S250-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S300-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S300-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a

1400S137-68 33 16-8 e 14-5 e 11-9 e 16-8 a 14-5 a 10-11 a 16-8 e 14-5 e 11-9 e 16-8 a 14-5 a 10-11 a

1400S137-68 50 19-1 e 16-6 e 13-6 e 19-1 a 16-5 a 10-11 a 19-1 e 16-6 e 13-6 e 19-1 a 16-5 a 10-11 a

1400S162-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 10-11 a 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 10-11 a

1400S162-68 50 20-2 e 17-6 e 13-8 e 20-2 a 16-5 a 10-11 a 19-8 e 17-6 e 13-8 e 20-2 a 16-5 a 10-11 a

1400S200-68 33 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 10-11 a 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 10-11 a

1400S200-68 50 20-7 e 17-10 e 13-8 e 20-7 a 16-5 a 10-11 a 20-2 e 17-10 e 13-8 e 20-7 a 16-5 a 10-11 a

1400S250-68 33 19-2 e 16-7 e 13-6 e 19-2 a 16-5 a 10-11 a 19-2 e 16-7 e 13-6 e 19-2 a 16-5 a 10-11 a

1400S250-68 50 20-11 e 18-1 e 13-8 e 20-11 a 16-5 a 10-11 a 20-11 e 18-1 e 13-8 e 20-11 a 16-5 a 10-11 a

1400S300-68 33 19-7 e 16-11 e 13-8 e 19-7 a 16-5 a 10-11 a 19-7 e 16-11 e 13-8 e 19-7 a 16-5 a 10-11 a

1400S300-68 50 22-1 e 19-2 e 13-8 e 21-11 a 16-5 a 10-11 a 21-10 e 19-2 e 13-8 e 21-11 a 16-5 a 10-11 a

1400S162-97 33 21-6 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a 21-6 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a

1400S162-97 50 24-2 22-0 e 18-8 e 26-5 i 22-11 i 18-8 i 22-0 19-11 17-5 e 24-8 i 22-5 i 18-8 i

1400S200-97 33 22-5 19-5 e 15-10 e 22-5 i 19-5 i 15-10 a 22-5 19-5 e 15-10 e 22-5 i 19-5 i 15-10 a

1400S200-97 50 24-11 22-7 e 19-6 e 27-7 i 23-11 i 19-6 a 22-7 20-6 17-11 e 25-5 i 23-1 i 19-6 a

1400S250-97 33 23-11 e 20-8 e 16-11 e 23-11 i 20-8 i 16-11 a 23-7 e 20-8 e 16-11 e 23-11 i 20-8 i 16-11 a

1400S250-97 50 25-11 23-7 e 20-5 e 28-11 i 25-1 i 20-5 a 23-7 21-5 e 18-8 e 26-6 i 24-1 i 20-5 a

1400S300-97 33 25-2 e 21-9 e 17-9 e 25-2 i 21-9 i 17-9 a 24-6 e 21-9 e 17-9 e 25-2 i 21-9 i 17-9 a

1400S300-97 50 26-11 24-6 e 21-3 e 30-0 i 26-0 i 21-3 a 24-6 22-3 e 19-5 e 27-6 i 25-0 i 21-3 a

Phone: 616-261-1950

Fax: 616-261-1960

Corporate Office

4165 Spartan Industrial Dr


STEEL STUD

SOLUTIONS LLC

Phone: 615-736-5670

Fax: 615-736-5671

Nashville Office

407 Driftwood

Nashville, TN 37210

Phone: 501-778-2000

Fax: 501-778-2048

Benton Office

1325 River St.

Benton, AR 72018

Certification of Material

Steel Studs Solutions, LLC certifies that all of its building products are manufactured so that they meet or exceed all applicable standards listed below.

Steel Stud Solutions, LLC Production Capabilities DRYWALL STRUCTURAL Web Sizes 1 5/8” to 6” 2 ½” to 14” Flange Sizes 1 ¼” 1 3/8” to 3” Return Sizes ¼” ½” & 9/16” Yield Sizes 33 KSI 33, 50 KSI Gauges 25, 22, & 20 20, 18, 16, 14, & 12 Steel Stud Solutions, LLC Non-Structural Framing Standards

•••• ASTM C-645 “Standard Specification for Nonstructural Steel Framing Members” • ASTM C-754 “Standard Specification for Installation of Steel Framing Members to Receive Screw-attached gypsum Panel Products” Steel Stud Solutions drywall framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 minimum coating designation G-40.

Steel Stud Solutions, LLC Structural Framing Standards •••• ASTM C-955 “Specifications for Load Bearing (Transverse and Axial) Steel Studs, Runners (Track), and Bracing of Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases”

• ASTM C-1007 “Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories”

Steel Stud Solutions structural framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 coating designation G-60.

Steel Stud Solutions, LLC Protective Coating Standards •••• ASTM A-924/924M “Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process” • ASTM A-653/653M “Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Coated (Galvannealed) by the Hot-Dip Process” • ASTM A-591/591M “Steel Sheet, Zinc-Coated, for Light Coating Mass Applications”

• ASTM A1003 “Standard Specification for Steel Sheet, Carbon, Metallic-and Nonmetallic-coated for Cold-formed Framing Members

Sectional and structural properties of steel framing members were calculated in conformance with AISI- “Specifications of the Design of Cold-Formed Steel Structural Members” 2001 Edition.

steel stud solutions llc

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