load table .1.1 roof technical information...a lower load factor for wind of 1.4, instead of 1.5 for...

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CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823 SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468 AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626 MEMBER COMPANY westmansteel.com 03.01.17 Load Table Roof Technical Information General - Presented in the load tables are maximum uniformly distributed specified loads. Steel - Conforms to ASTM A653/A653M or A792/A792M. Grade 33/230; Yield stress 33 ksi/230 MPa and tensile stress 45 ksi/310 MPa. Grade 50 /345; Yield stress 50 ksi/345 MPa and tensile stress 65 ksi/450 MPa; Grade 80 /550; Yield stress 80 ksi/550 MPa and tensile stress 82 ksi/565 MPa. Finishes - A25/ZF75, G90/Z275 or AZ50/AZM150. For heavier metallic coatings, refer to ASTM A653/A653M or A792/A792M. Load Tables - The following information regarding the determination of the specified wind and snow loads is contained in the 2010 Edition of the National Building Code of Canada (NBCC). Importance factors are applied to both strength (ULS) and serviceability/deflection (SLS) limit state design considerations. A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat offsets the higher wind loads (1 in 50 year return) that are now listed in the NBCC by geographic location. The importance category of the end use of the building/structure must also be recognized, such as Normal or Low. All of this will impact how the load tables are to be used. In an effort to help the design professional with the load tables, the information below was taken directly from Division B, Part 4 (Structural Design) of the NBCC. Specified Wind Load W = I w qCeCgCp [1] Importance Category Importance Factor, I w ULS SLS Low 0.8 0.75 Normal 1.0 0.75 High 1.15 0.75 Post-Disaster 1.25 0.75 Specified Snow Load S = I s [Ss (Cb Cw Cs Ca) + Sr] [2] Importance Category Importance Factor, I w ULS SLS Low 0.8 0.9 Normal 1.0 0.9 High 1.15 0.9 Post-Disaster 1.25 0.9 The importance factors, I w and Is, have been incorporated in the load tables, as well as the importance category. The parameters in the boxed-in portion of Equations [1] and [2] must be determined by the design professional in accordance with the NBCC. Strength - The maximum uniformly distributed specified load based on strength in the load table must be equal to or greater than (Specified live load + 0.833 times the specified dead load). Where 0.833 = 1.25/1.5. The specified live load can be either due to use and occupancy or snow load. In cases where live load and snow load act together, the load combination factors in the NBCC must be followed. Serviceability (Deflection) - The maximum uniformly distributed specified load based on deflection in the load table must be equal to or greater than the specified live load. The effective moment of inertia for deflection determination was calculated at an assumed specified live load stress of 0.6F y. EXAMPLE (Use of Load Table) Deckmate Roof (Normal Importance Category) Given: (Imperial units) (LLF = 1.5 and I s = 0.9) ~ Deck thickness, t = 0.024 in ~ Triple span continuous, L = 6.0 ft each span ~ Bearing length, N = 3 in ~ L/240 deflection limit ~ Specified Loads 1) Dead load (DL) a) Deck 1.36 psf b) Superimposed 9.50 psf; DL = 10.86 psf 2) Snow Live load (LL) LL = 40 psf The live load is the value of the boxed-in portion of the specified snow load expression [2]. Solution: Strength “S” 1) Specified load [LL +0.833DL] = 49.0 psf 2) Maximum specified load (from Load Table) Is 59 psf Since 59 > 49.0 . . . OK 3) Check web crippling (N = 3 in) a) End reaction = 0.400(49.0)6 = 118 lb/ft (from section property table) P e = Pe1 + Pe2 [N/t] 1/2 = 102 + 25.5[3/0.024] 1/2 = 387 lb/ft Since 387 > 118 . . . OK b) Interior reaction = 1.10(49.0)6 = 323 lb/ft (from section property table) P i = Pi1 + Pi2 [N/t] 1/2 = 197 + 33.4[3/0.024] 1/2 = 570 lb/ft Since 570 > 323 . . . OK Deflection “D” From table L/180 = 113 psf For L/240, multiply 113 by 180/240 = 84.8 psf Since 84.8 > 40 . . . OK

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Page 1: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17Load Table

Roof Technical Information

General - Presented in the load tables are maximum uniformly distributed specified loads.

Steel - Conforms to ASTM A653/A653M or A792/A792M. Grade 33/230; Yield stress 33 ksi/230 MPa and tensile stress 45 ksi/310 MPa. Grade 50 /345; Yield stress 50 ksi/345 MPa and tensile stress 65 ksi/450 MPa; Grade 80 /550; Yield stress 80 ksi/550 MPa and tensile stress 82 ksi/565 MPa.

Finishes - A25/ZF75, G90/Z275 or AZ50/AZM150. For heavier metallic coatings, refer to ASTM A653/A653M or A792/A792M.

Load Tables - The following information regarding the determination of the specified wind and snow loads is contained in the 2010 Edition of the National Building Code of Canada (NBCC). Importance factors are applied to both strength (ULS) and serviceability/deflection (SLS) limit state design considerations. A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat offsets the higher wind loads (1 in 50 year return) that are now listed in the NBCC by geographic location. The importance category of the end use of the building/structure must also be recognized, such as Normal or Low.

All of this will impact how the load tables are to be used. In an effort to help the design professional with the load tables, the information below was taken directly from Division B, Part 4 (Structural Design) of the NBCC.

Specified Wind Load

W = Iw qCeCgCp [1]

Importance Category Importance Factor, Iw

ULS SLS Low 0.8 0.75 Normal 1.0 0.75 High 1.15 0.75 Post-Disaster 1.25 0.75

Specified Snow Load

S = Is [Ss (Cb Cw Cs Ca) + Sr] [2]

Importance Category Importance Factor, Iw

ULS SLS Low 0.8 0.9 Normal 1.0 0.9 High 1.15 0.9 Post-Disaster 1.25 0.9

The importance factors, Iw and Is, have been incorporated in the load tables, as well as the importance category. The parameters in the boxed-in portion of Equations [1] and [2] must be determined by the design professional in accordance with the NBCC.

Strength - The maximum uniformly distributed specified load based on strength in the load table must be equal to or greater than (Specified live load + 0.833 times the specified dead load). Where 0.833 = 1.25/1.5. The specified live load can be either due to use and occupancy or snow load. In cases where live load and snow load act together, the load combination factors in the NBCC must be followed.

Serviceability (Deflection) - The maximum uniformly distributed specified load based on deflection in the load table must be equal to or greater than the specified live load. The effective moment of inertia for deflection determination was calculated at an assumed specified live load stress of 0.6Fy.

EXAMPLE (Use of Load Table)

Deckmate Roof (Normal Importance Category)

Given: (Imperial units)

(LLF = 1.5 and Is = 0.9)~ Deck thickness, t = 0.024 in~ Triple span continuous, L = 6.0 ft each span~ Bearing length, N = 3 in~ L/240 deflection limit~ Specified Loads 1) Dead load (DL) a) Deck 1.36 psf b) Superimposed 9.50 psf; DL = 10.86 psf 2) Snow Live load (LL) LL = 40 psf

The live load is the value of the boxed-in portion of the specified snow load expression [2].

Solution:Strength “S”1) Specified load [LL +0.833DL] = 49.0 psf2) Maximum specified load (from Load Table) Is 59 psf Since 59 > 49.0 ... OK3) Check web crippling (N = 3 in) a) End reaction = 0.400(49.0)6 = 118 lb/ft (from section property table) Pe = Pe1 + Pe2 [N/t]1/2

= 102 + 25.5[3/0.024]1/2 = 387 lb/ft Since 387 > 118 ... OK b) Interior reaction = 1.10(49.0)6 = 323 lb/ft (from section property table) Pi = Pi1 + Pi2 [N/t]1/2

= 197 + 33.4[3/0.024]1/2 = 570 lb/ft Since 570 > 323 ... OKDeflection “D”From table L/180 = 113 psfFor L/240, multiply 113 by 180/240 = 84.8 psfSince 84.8 > 40 ... OK

Page 2: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialAWR Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

2.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.0

SDSDSDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.013550

0.018033

0.018050

0.018080

0.024033

0.030033

0.013550

0.018033

0.018050

0.018080

0.024033

0.030033

0.013550

0.018033

0.018050

0.018080

0.024033

0.030033

13437586

192601114470334726332124181815141311119

10786

13452786

27060

15644983466264621341825152013151112101088

19252212326785

155639748653846313325252119181516121410128

22351614326499

153739656654445363330252519211518121610148

18870112135984

20861

131478837623045253421261820151613131211

23487515044810425977

16359

10946773756314226322226192017171514

11090070

46149

26736

16827112227918581443123310269

218

177

14

113126473

64750

37537

23628

1582211118811561134711379

298

247

20

163125210464173

37153

23441

156321102680226018461536132912241020

187123912063483

36761

23147

15537

1093079256021461836152913231219

157168310186270

49951

31439

21031

14825

108218117621549133911321026

2022101129

107690

62266

39251

26340

18432

13427

10122781961174914401333

13770988

36361

21045

13234892762224518341526132111171013911

14299691

51063

29546

18635

12428872364194816371329122310199

16

20498613150591

29267

18451

12340873363274723371929172315191315

23497615050010428976

18259

12246863762314726362228192317191515

196132512667987

39364

24749

166391163185266422491939163114251221

253165416284711249083

30963

20750

14540

106338028612448213918311626

0.01350.01800.01800.01800.02400.0300

0.720.940.940.941.231.53

503350803333

0.02680.04060.03850.03760.05710.0710

0.02190.03430.03260.03150.04760.0613

0.03090.04350.04300.04260.05790.0722

19.324.236.643.545.473.5

4.826.049.1510.911.318.4

37.546.870.984.487.6142

6.387.9612.114.314.924.1

36" | 914mm COVERAGE

1" | 25mm 12" | 305mm

33/32” | 79mm

11/4” | 32mm

COLOUR

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 3: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricAWR Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.0

SDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.343345

0.457230

0.457345

0.457550

0.610230

0.762230

0.343345

0.457230

0.457345

0.457550

0.610230

0.762230

0.343345

0.457230

0.457345

0.457550

0.610230

0.762230

2.394.071.662.351.221.480.930.990.740.700.600.510.490.380.410.290.350.230.300.190.270.15

2.415.711.673.311.232.080.941.390.740.980.600.710.500.540.420.410.360.330.310.260.270.21

3.425.662.383.271.752.061.341.381.060.970.860.710.710.530.590.410.510.320.440.260.380.21

4.005.602.783.242.042.041.561.371.230.961.000.700.830.530.690.400.590.320.510.250.440.21

3.397.612.354.401.732.771.321.861.051.300.850.950.700.710.590.550.500.430.430.350.380.28

4.219.492.935.492.153.461.652.321.301.631.051.190.870.890.730.690.620.540.540.430.470.35

1.959.761.365.651.003.560.762.380.601.670.491.220.400.920.340.710.290.560.250.440.220.36

2.0413.71.417.941.045.000.803.350.632.350.511.710.421.290.350.990.300.780.260.620.230.51

2.9113.62.027.861.484.951.143.310.902.330.731.700.601.280.500.980.430.770.370.620.320.50

3.3513.42.337.771.714.901.313.281.032.300.841.680.691.260.580.970.500.760.430.610.370.50

2.8218.31.9610.61.446.651.104.460.873.130.712.280.581.710.491.320.421.040.360.830.310.68

3.6322.82.5213.21.858.301.425.561.123.910.912.850.752.140.631.650.541.300.461.040.400.84

2.447.691.694.451.242.800.951.880.751.320.610.960.500.720.420.560.360.440.310.350.270.28

2.5510.81.776.251.303.940.992.640.791.850.641.350.531.010.440.780.380.610.320.490.280.40

3.6310.72.526.191.853.901.422.611.121.830.911.340.751.000.630.770.540.610.460.490.400.40

4.1910.62.916.122.143.861.632.581.291.811.051.320.860.990.730.770.620.600.530.480.470.39

3.5314.42.458.321.805.241.383.511.092.470.881.800.731.350.611.040.520.820.450.650.390.53

4.5418.03.1510.42.326.541.774.381.403.081.142.240.941.690.791.300.671.020.580.820.500.66

0.3430.4570.4570.4570.6100.762

3.514.594.594.596.027.46

345230345550230230

1.442.182.072.023.073.82

1.181.851.761.692.563.29

0.04230.05940.05880.05820.07900.0987

0.2820.3560.5350.6390.6691.08

0.0700.0890.1340.1600.1670.271

0.5480.6911.041.241.292.09

0.0930.1170.1760.2110.2200.355

36" | 914mm COVERAGE

1" | 25mm 12" | 305mm

33/32” | 79mm

11/4” | 32mm

COLOUR

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 4: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | Imperial936 Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

1.51.52.02.02.52.53.03.03.53.54.04.04.54.55.05.0

SDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.013580

0.018050

0.013580

0.018050

0.013580

0.018050

11618465774240292321141610137

105

14525081

1065254363127202013169

137

10344058

186379526551935142311169

12

12760171

25446

13032752347183214221116

12934772

14646753243242718181413129

15947389

20057

10240592937222518181413

0.01350.0180

0.680.88

8050

0.01080.0163

0.00970.0143

0.00640.0087

35.054.3

8.7613.6

64.0100

10.917.0

36" | 914mm COVERAGE

9" | 229mm 3/4” | 19mm

13/4" | 44mm

5/8" | 16mm

COLOUR

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 5: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | Metric936 Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

0.50.50.60.60.80.81.01.01.21.21.41.41.61.6

SDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.343550

0.457345

0.343550

0.457345

0.343550

0.457345

4.626.723.213.891.801.641.160.840.800.490.590.310.450.21

5.809.174.035.312.272.241.451.151.010.660.740.420.570.28

4.1116.12.869.331.613.941.032.020.711.170.520.730.400.49

5.0922.03.5312.71.995.371.272.750.881.590.651.000.500.67

5.1412.73.577.352.013.101.291.590.890.920.660.580.500.39

6.3617.34.4210.02.484.231.592.171.101.250.810.790.620.53

0.3430.457

3.304.31

550345

0.5830.876

0.5190.768

0.00870.0119

0.5100.792

0.1270.198

0.9321.46

0.1580.248

36" | 914mm COVERAGE

9" | 229mm 3/4” | 19mm

13/4" | 44mm

5/8" | 16mm

COLOUR

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 6: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | Imperial1/2” Corrugated Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

1.51.52.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.5

SDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.013580

0.018033

0.018050

0.024033

0.013580

0.018033

0.018050

0.024033

0.013580

0.018033

0.018050

0.024033

19213010855692848163510

1381697771503634212513

20916911771753652213813

178218100926447452733172511

19231110813169674839352427162112

13840578

171508734512532192115151211

209405117171758752513832292123151911

17852310022164113456533412528201916141311

2402451351038753603144193413

17231997

13562694340322524171912

26131914713594696540482537172912

223412125174808956514132312225152011

0.01350.01800.01800.0240

0.650.850.851.11

80335033

0.01800.02350.02350.0304

0.01800.02350.02350.0304

0.00450.00590.00590.0076

342/3" | 881mm Wall Application32” | 813mm Roof Application (overlap 2 ribs)

21/4" | 57mm1/2” | 13mm

COLOUR

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 7: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | Metric1/2” Corrugated Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

0.50.50.60.60.80.81.01.01.21.21.41.41.61.6

SDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.343550

0.457230

0.457345

0.610230

0.343550

0.457230

0.457345

0.610230

0.343550

0.457230

0.457345

0.610230

7.684.745.332.743.001.161.920.59

5.586.183.873.572.181.511.390.77

8.376.185.813.573.271.512.090.77

7.217.985.014.622.821.951.801.001.250.58

7.6811.45.336.583.002.781.921.421.330.820.980.52

5.5814.83.878.582.183.621.391.850.971.070.710.68

8.3714.85.818.583.273.622.091.851.451.071.070.68

7.2119.25.0111.12.824.681.802.391.251.390.920.870.700.58

9.608.966.675.193.752.192.401.121.670.65

6.9711.74.846.752.722.851.741.461.210.840.890.53

10.511.77.266.754.092.852.611.461.820.841.330.53

9.0115.16.268.733.523.682.251.891.561.091.150.69

0.3430.4570.4570.610

3.174.134.135.42

550230345230

0.9701.261.261.63

0.9701.261.261.63

0.00620.00800.00800.0104

342/3" | 881mm Wall Application32” | 813mm Roof Application (overlap 2 ribs)

21/4" | 57mm1/2” | 13mm

COLOUR

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 8: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | Imperial7/8” Corrugated Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

2.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.0

SDSDSDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.013580

0.018033

0.018050

0.024033

0.030033

0.013580

0.018033

0.018050

0.024033

0.030033

0.013580

0.018033

0.018050

0.024033

0.030033

2422141551101086379406127481939143210

1752821121447883575344353525281823141910

26628217014411883875366355225431835143010

2303691471891021097569574645323724301826142211

28345418123212613492857157564045293722311727132311

24251315526310815279966164484539333225271923152012

17567611234678

20057

126448535592843233319251720141612131111

26667617034611820087

126668552594343353330252520221619131711

23088614745410226375

1655711145783757304326332226192116171414

283108918155812632392

20371

13656964570375231402732232520211817

3034041942071351209975765160354826401934152912

21953214027397

158729955674347353429262420211618121610

3325322132731481581089983676647533444263720311627122410

28769818435712820794

130728757614645383432262720231620131811

35385822643915725411516088

10770755755474139323325292025162213

0.01350.01800.01800.02400.0300

0.740.970.971.271.58

8033503333

0.04040.05310.05310.06970.0856

0.04040.05310.05310.06970.0856

0.01770.02330.02330.03050.0375

7/8” | 22mm

22/3” | 68mmCOLOUR

371/4” | 946mm Wall Application341/2” | 876mm Roof Application (overlap 2 ribs)

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 9: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | Metric7/8” Corrugated Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.8

SDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.343550

0.457230

0.457345

0.610230

0.762230

0.343550

0.457230

0.457345

0.610230

0.762230

0.343550

0.457230

0.457345

0.610230

0.762230

4.302.322.981.342.190.851.680.57

3.153.062.191.771.611.111.230.750.970.52

4.733.063.291.772.411.111.850.751.460.52

4.144.012.872.322.111.461.620.981.280.691.030.50

5.084.923.532.852.591.791.991.201.570.841.270.62

4.305.572.983.222.192.031.681.361.330.951.070.700.890.52

3.157.332.194.241.612.671.231.790.971.260.790.920.650.690.550.53

4.737.333.294.242.412.671.851.791.461.261.180.920.980.690.820.53

4.149.612.875.562.113.501.622.351.281.651.031.200.850.900.720.700.610.55

5.0811.83.536.842.594.311.992.881.572.031.271.481.051.110.880.850.750.670.650.54

5.374.393.732.542.741.602.101.071.660.751.340.55

3.945.772.743.342.012.101.541.411.220.990.990.720.810.54

5.915.774.113.343.022.102.311.411.830.991.480.721.220.54

5.177.573.594.382.642.762.021.851.601.301.290.951.070.710.900.55

6.359.304.415.383.243.392.482.271.961.601.591.161.310.871.100.670.940.53

0.3430.4570.4570.6100.762

3.614.724.726.217.69

550230345230230

2.172.862.863.754.60

2.172.862.863.754.60

0.02410.03170.03170.04160.0512

7/8” | 22mm

22/3” | 68mmCOLOUR

371/4” | 946mm Wall Application341/2” | 876mm Roof Application (overlap 2 ribs)

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 10: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialDeck Mate Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

3.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.08.58.59.09.09.59.510.010.0

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.018033

0.018050

0.024033

0.018033

0.018050

0.024033

0.018033

0.018050

0.024033

13835510222378

15061

10550774158354429352528222319191716151314111210

19734514521711114688

1027175595649434234362732222818251522132011189

20047714730111220189

14172

1035977506043473738323128252521221820151813

13185196

53674

35958

25247

18439

13833

10628842467215418451637153213271223

18382813452110334981

24566

17954

13446

10339813465295326442336203118261622

189114513972110648384

33968

24756

18647

143401133590307327602450214219361731

16467012042292

28373

19959

14549

109418435663053264323352029182516211518

22865216841112827510119382

14168

106578149644251374232342829252423212118

23790217456813338110526785

19570

1465911350894371385833482940263324282124

0.01800.01800.0240

1.041.041.36

335033

0.09420.08860.136

0.08920.08220.129

0.09880.09610.133

54.182.0102

13.520.525.5

105159197

17.927.133.4

36” | 914mm

6” | 152mm

11/2” | 38mm

413/32” | 112mm 413/32” | 112mm

11/4” | 32mm

COLOUR

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 11: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricDeck Mate Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.03.23.23.43.4

SDSDSDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.457230

0.457345

0.610230

0.457230

0.457345

0.610230

0.457230

0.457345

0.610230

5.5813.03.887.512.854.732.183.171.722.221.401.621.151.220.970.940.830.740.710.590.620.480.550.400.480.33

7.8912.65.487.314.024.603.083.082.432.161.971.581.631.191.370.911.170.721.010.580.880.470.770.390.680.32

8.0817.55.6110.14.126.373.154.272.493.002.022.181.671.641.401.261.190.991.030.800.900.650.790.530.700.44

5.2831.13.6718.02.6911.42.067.601.635.341.323.891.092.920.922.250.781.770.671.420.591.150.520.950.460.79

7.3130.35.0817.53.7311.02.867.402.265.201.833.791.512.851.272.191.081.720.931.380.811.120.710.920.630.77

7.6541.95.3124.33.9015.32.9910.22.367.191.915.241.583.941.333.031.132.390.981.910.851.550.751.280.661.07

6.6024.54.5914.23.378.942.585.992.044.211.653.071.362.301.151.770.981.400.841.120.730.910.640.750.570.62

9.1423.96.3513.84.668.703.575.832.824.092.292.981.892.241.591.731.351.361.171.091.020.880.890.730.790.61

9.5633.06.6419.14.8812.03.748.062.955.662.394.131.983.101.662.391.411.881.221.501.061.220.931.010.830.84

0.4570.4570.610

5.065.066.66

230345230

5.064.767.32

4.784.426.93

0.1350.1310.182

0.7991.201.50

0.2000.3000.375

1.552.322.90

0.2630.3950.493

36” | 914mm

6” | 152mm

11/2” | 38mm

413/32” | 112mm 413/32” | 112mm

11/4” | 32mm

COLOUR

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 12: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialDiamond Rib Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

2.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.56.06.0

SDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.018050

0.018080

0.018050

0.018080

0.018050

0.018080

173256111131777657484332342228162312199

201252129129897566475032402232162712229

16361410431472

1825311541773254263922301823

18760612031083

1796111347763753303925292122

20348413024890

143669051604042333127232318

234477149244104141768958604642373131232618

0.01800.0180

0.930.93

5080

0.03470.0336

0.03250.0311

0.02110.0208

72.687.1

18.221.8

138166

23.528.2

36" | 914mm COVERAGE

215/32” | 63mm

3/4” | 19mm

1” | 25mm 6” | 152mmCOLOUR

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 13: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricDiamond Rib Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

0.60.60.80.81.01.01.21.21.41.41.61.61.81.82.02.0

SDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.457345

0.457550

0.457345

0.457550

0.457345

0.457550

8.5712.94.825.423.082.782.141.611.571.011.200.680.950.480.770.35

9.9312.75.595.353.572.742.481.581.821.001.400.671.100.470.890.34

8.0530.84.5313.02.906.662.013.851.482.431.131.630.891.140.720.83

9.2130.45.1812.83.326.572.303.801.692.391.301.601.021.130.830.82

10.124.35.6610.23.625.252.513.041.851.911.411.281.120.900.910.66

11.524.06.4810.14.155.172.882.992.121.891.621.261.280.891.040.65

0.4570.457

4.564.56

345550

1.861.81

1.751.68

0.02880.0284

1.061.27

0.2650.317

2.022.41

0.3430.410

36" | 914mm COVERAGE

215/32” | 63mm

3/4” | 19mm

1” | 25mm 6” | 152mmCOLOUR

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 14: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialTough Rib Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

1.51.52.02.02.52.53.03.03.53.54.04.04.54.55.05.0

SDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.013580

0.018050

0.013580

0.018050

0.013580

0.018050

12819872844643322523161810147

125

1432648011152573633262120141610137

10247657

20137

10325601937142511189

13

11963467

26743

13730792250173313231117

12737572

158468132472330182014141110

14949984

21054

10837622739212617181313

0.01350.0180

0.680.88

8050

0.01200.0161

0.00960.0134

0.00690.0092

32.650.7

8.1612.7

60.794.6

10.316.1

36" | 914mm COVERAGE COLOUR

13/4” | 44mm

9/16” | 14mm

11/16” | 17mm

9” | 229mm

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 15: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricTough Rib Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

0.50.50.60.60.80.81.01.01.21.21.41.41.61.6

SDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.343550

0.457345

0.343550

0.457345

0.343550

0.457345

5.117.263.554.202.001.771.280.910.890.530.650.330.500.22

5.739.663.985.592.242.361.431.211.000.700.730.440.560.29

4.0717.42.8310.11.594.251.022.180.711.260.520.790.400.53

4.7823.23.3213.41.875.661.192.900.831.680.611.060.470.71

5.0913.73.537.941.993.351.271.720.880.990.650.630.500.42

5.9718.34.1510.62.334.461.492.281.041.320.760.830.580.56

0.3430.457

3.304.31

550345

0.6450.866

0.5140.721

0.00940.0126

0.4750.740

0.1190.185

0.8831.38

0.1500.235

36" | 914mm COVERAGE COLOUR

13/4” | 44mm

9/16” | 14mm

11/16” | 17mm

9” | 229mm

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 16: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialUltra Span Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

4.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.08.58.59.09.09.59.510.010.0

SDSDSDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.018033

0.018050

0.024033

0.030033

0.018033

0.018050

0.024033

0.030033

0.013533

0.018050

0.024033

0.030033

701145580455837443134262723212017171415121410129117

97107777562555141433237253220281624132211199

178

167

10617384

12168885666475140403532302626222318211519131711

144230114161921187688646855544743413536293224282026172315

7327458

19247

14039

105328128642451214218341629142413201218

10325781

18066

1325499467639603448293926322327202318191616

10841485

29169

21257

15948

12341973577316327522443213619311727

14555211538793

28277

21264

16355

12947

103418436693257294826412335

9121672

152581104883416435503040263323272022181916161514

12820210214282

1046878576049474238373132252821251823152113

13432610622986

16771

125609751764461384934413034272924242221

18143414330511622296

16781

12969

1015981526645544045363832322928

0.01800.01800.02400.0300

1.041.041.361.69

33503333

0.08470.07780.1280.175

0.08840.08220.1300.176

0.07540.07070.1140.152

58.087.8109176

14.522.027.244.0

111168207335

18.828.535.256.9

36" | 914mm COVERAGE

31/8” | 79mm

413/32” | 112mm

17/16” | 37mm

6“ | 152mm COLOUR

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 17: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricUltra Span Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.0

SDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.457230

0.457345

0.610230

0.762230

0.457230

0.457345

0.610230

0.762230

0.457230

0.457345

0.610230

0.762230

5.019.893.485.722.563.601.962.411.551.701.251.241.040.930.870.720.740.560.640.450.560.37

6.929.294.815.383.533.392.702.272.141.591.731.161.430.871.200.671.020.530.880.420.770.34

7.5915.05.278.653.875.452.963.652.342.561.901.871.571.401.321.081.120.850.970.680.840.55

10.419.97.1911.55.287.264.044.863.193.412.592.492.141.871.801.441.531.131.320.911.150.74

5.2423.73.6413.72.678.652.055.791.624.071.312.971.082.230.911.720.771.350.671.080.580.88

7.3222.35.0812.93.738.122.865.442.263.821.832.791.512.091.271.611.081.270.931.020.810.83

7.7235.95.3620.83.9413.13.028.762.386.151.934.481.603.371.342.601.142.040.991.630.861.33

10.447.87.2327.75.3117.44.0711.73.218.192.605.972.154.491.813.461.542.721.332.181.161.77

6.5518.74.5510.83.346.812.564.562.023.201.642.341.351.761.141.350.971.060.830.850.730.69

9.1517.66.3510.24.676.403.574.292.823.012.292.191.891.651.591.271.351.001.170.801.020.65

9.6628.36.7116.44.9310.33.776.902.984.842.413.531.992.651.682.041.431.611.231.291.071.05

13.037.69.0421.86.6413.75.089.194.026.453.254.702.693.532.262.721.932.141.661.711.451.39

0.4570.4570.6100.762

5.065.066.668.26

230345230230

4.544.186.879.37

4.744.427.009.43

0.1030.09650.1550.207

0.8551.281.602.60

0.2140.3210.4010.649

1.632.453.064.94

0.2770.4160.5190.840

36" | 914mm COVERAGE

31/8” | 79mm

413/32” | 112mm

17/16” | 37mm

6“ | 152mm COLOUR

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 18: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialElite Rib Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

4.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.08.58.59.09.09.59.510.010.0

SDSDSDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.018033

0.018050

0.024033

0.030033

0.018033

0.018050

0.024033

0.030033

0.013533

0.018050

0.024033

0.030033

701145580455837443134262723212017171415121410129117

97107777562555141433237253220281624132211199

178

167

10617384

12168885666475140403532302626222318211519131711

144230114161921187688646855544743413536293224282026172315

7327458

19247

14039

105328128642451214218341629142413201218

10325781

18066

1325499467639603448293926322327202318191616

10841485

29169

21257

15948

12341973577316327522443213619311727

14555211538793

28277

21264

16355

12947

103418436693257294826412335

9121672

152581104883416435503040263323272022181916161514

12820210214282

1046878576049474238373132252821251823152113

13432610622986

16771

125609751764461384934413034272924242221

18143414330511622296

16781

12969

1015981526645544045363832322928

0.01800.01800.02400.0300

1.041.041.361.69

33503333

0.08470.07780.1280.175

0.08840.08220.1300.176

0.07540.07070.1140.152

58.087.8109176

14.522.027.244.0

111168207335

18.828.535.256.9

36" | 914mm COVERAGE

31/8” | 79.4mm

413/32” | 112mm

17/16” | 37mm

6“ | 152mm COLOUR

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 19: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricUltra Span Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.0

SDSDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.457230

0.457345

0.610230

0.762230

0.457230

0.457345

0.610230

0.762230

0.457230

0.457345

0.610230

0.762230

5.019.893.485.722.563.601.962.411.551.701.251.241.040.930.870.720.740.560.640.450.560.37

6.929.294.815.383.533.392.702.272.141.591.731.161.430.871.200.671.020.530.880.420.770.34

7.5915.05.278.653.875.452.963.652.342.561.901.871.571.401.321.081.120.850.970.680.840.55

10.419.97.1911.55.287.264.044.863.193.412.592.492.141.871.801.441.531.131.320.911.150.74

5.2423.73.6413.72.678.652.055.791.624.071.312.971.082.230.911.720.771.350.671.080.580.88

7.3222.35.0812.93.738.122.865.442.263.821.832.791.512.091.271.611.081.270.931.020.810.83

7.7235.95.3620.83.9413.13.028.762.386.151.934.481.603.371.342.601.142.040.991.630.861.33

10.447.87.2327.75.3117.44.0711.73.218.192.605.972.154.491.813.461.542.721.332.181.161.77

6.5518.74.5510.83.346.812.564.562.023.201.642.341.351.761.141.350.971.060.830.850.730.69

9.1517.66.3510.24.676.403.574.292.823.012.292.191.891.651.591.271.351.001.170.801.020.65

9.6628.36.7116.44.9310.33.776.902.984.842.413.531.992.651.682.041.431.611.231.291.071.05

13.037.69.0421.86.6413.75.089.194.026.453.254.702.693.532.262.721.932.141.661.711.451.39

0.4570.4570.6100.762

5.065.066.668.26

230345230230

4.544.186.879.37

4.744.427.009.43

0.1030.09650.1550.207

0.8551.281.602.60

0.2140.3210.4010.649

1.632.453.064.94

0.2770.4160.5190.840

36" | 914mm COVERAGE

31/8” | 79.4mm

413/32” | 112mm

17/16” | 37mm

6“ | 152mm COLOUR

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 20: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionofSPAN/240.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialSSR24 Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

3.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.5

SDSDSDSDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.024050

0.030050

0.024050

0.030050

0.024050

0.030050

22048216130312320397

14378

10465785460464739383431

27861120438515625812318199

13282996876586050484339

191115714072810748884

34368

25056

18847

1454011434912974

241146617792313561810643486

31771

23859

18350

144431153794

23991117557413438410527085

19770

14859114509043723758

302115422172716948713334210824989

18774

1446311454914774

0.02400.0300

1.261.56

5050

0.09970.126

0.08640.109

0.1790.227

24” | 610mm

13/4” | 44mm13/4” | 44mm

15/16” | 24mm7/8” | 22mm

11/2” | 38mm11/2” | 38mm211/16” | 68mm25/8” | 67mm

23/4” | 70mm23/4” | 70mm

181/2” | 470mm

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 21: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionofSPAN/240.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricSSR24 Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

1.01.01.21.21.41.41.51.51.61.61.81.82.02.0

SDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.610345

0.762345

0.610345

0.762345

0.610345

0.762345

8.8217.66.1010.24.476.433.895.233.414.312.683.032.162.21

11.122.47.7012.95.648.154.906.634.305.463.383.832.732.80

7.6442.35.2824.53.8715.43.3612.62.9510.32.327.261.875.29

9.6553.76.6831.14.8919.64.2515.93.7213.12.939.202.366.71

9.5633.36.6219.34.8512.24.229.883.708.142.915.722.354.17

12.142.38.3624.56.1315.45.3312.54.6710.33.687.252.975.28

0.6100.762

5.917.35

345345

5.366.76

4.655.87

0.2440.310

24” | 610mm

13/4” | 44mm13/4” | 44mm

15/16” | 24mm7/8” | 22mm

11/2” | 38mm11/2” | 38mm211/16” | 68mm25/8” | 67mm

23/4” | 70mm23/4” | 70mm

181/2” | 470mm

* Y.S. = Yield Strength

Y.S.* (MPa)

Page 22: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | ImperialPinnacle Rib Roof Profile

1-SpanBase Steel Thickness

(inches)

3-SpanBase Steel Thickness

(inches)

2-SpanBase Steel Thickness

(inches)

LIMIT STATES DESIGN

1.01.01.51.52.02.02.52.53.03.03.53.54.04.0

SDSDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).

SECTION PROPERTIES | Per Foot of Width

Base SteelThickness(inches)

Weight [G90](psf)

Yield Stress(ksi)

DeflectionMomentofInertia

(in4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (lb)

Pe2End (lb)

Pi1Interior(lb)

Pi1Interior(lb)

Section ModulusMidspan

(in3)Support

(in3)

SpanLength(ft)

0.018050

0.018050

0.018050

480209921462212026277

134537839493033

3905037173

149298

63062

32243

187321172479

4883966217117512249678

25454

14740933062

0.0180 1.00 50 0.0240 0.0195 0.0217 52.9 13.2 96.7 16.4

32" | 812.8mm COVERAGE

COLOUR10.67" | 271mm

1.03 | 26.2mm

0.54" | 13.7mm

1.384" | 35.2mm

Y.S.* (ksi)

* Y.S. = Yield Strength

Page 23: Load Table .1.1 Roof Technical Information...A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat

CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468

AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y

westmansteel.com03.01.17

1. Based on ASTM A 653 structural steel.

2. Values in row “S” are based on strength.

3. Valuesinrow“D”arebasedondeflectionof1/180th span.

4. Web crippling not included in strength calculation. See example.

5. Limit States Design principles were used in accordance with CSA Standard S136-12.

Load Table | MetricPinnacle Rib Roof Profile

1-SpanBase Steel Thickness

(mm)

3-SpanBase Steel Thickness

(mm)

2-SpanBase Steel Thickness

(mm)

LIMIT STATES DESIGN

0.40.40.50.50.60.60.80.81.01.01.21.2

SDSDSDSDSDSD

LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).

SECTION PROPERTIES | Per Metre of Width

Base SteelThickness

(mm)Mass [Z275]

(kg/m2)Yield Stress

(MPa)Deflection

MomentofInertia(x106 mm4)

SpecifiedWebCripplingData

LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0

Pe1End (kN)

Pe2End (kN)

Pi1Interior(kN)

Pi1Interior(kN)

Section ModulusMidspan(x103 mm3)

Support(x103 mm3)

SpanLength

(m)0.457345

0.457345

0.457345

13.444.58.5522.85.9413.23.345.562.142.851.491.65

10.91076.9554.64.8231.62.7113.31.746.831.213.95

13.684.08.6843.06.0324.93.3910.52.175.381.513.11

0.457 4.82 345 1.29 1.05 0.0296 0.772 0.193 1.41 0.240

32" | 812.8mm COVERAGE

COLOUR10.67" | 271mm

1.03 | 26.2mm

0.54" | 13.7mm

1.384" | 35.2mm

* Y.S. = Yield Strength

Y.S.* (MPa)