c-concepts, inc. - tower numerics · c-concepts, inc. designed by horn tower input data the main...

into the 21st Century

C-Concepts, inc. 12612 W. Mill Road

Menomonee Falls, WI 53051 Phone: (262) 252-3173 FAX: (262) 252-3134

Job: Free-Standing Tower Demo Project: Example Client: C-Concepts, Inc. Drawn by: horn App'd: Code: TIA/EIA-222-F Date: 01/28/03 Scale: NTS Path:

C:\MSDEV\PROJECTS\ERITower\Debug\Samples\demofreestand.eri Dwg No. E-1

300.0 ft

280.0 ft

260.0 ft

240.0 ft

220.0 ft

200.0 ft

180.0 ft

160.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

0.0 ft

REACTIONS - 70 mph WINDTORQUE 24 kip-ft

49 KSHEAR

7460 kip-ftMOMENT

88 KAXIAL

61 mph WIND - 0.5000 in ICETORQUE 24 kip-ft

45 KSHEAR 6925 kip-ft

MOMENT

126 KAXIAL

SHEAR: 31 KUPLIFT: -192 KDOWN: 268 K

MAX PIER FORCES:

T1T2

T3T4

T5T6

T7T8

T9T1

0T1

1T1

2T1

3T1

4T1

5

SR

2 1

/4S

R 2

3/4

SR

3S

R 3

1/4

SR

3 1

/2S

R 3

3/4

SR

4S

R 4

1/4

SR

4 1

/2A

36M

-50

AL3

x3x3

/16

2L2

1/2x

2 1/

2x3/

16x3

/82L

3x3x

3/16

x3/8

2L3x

3x1/

4x3/

8A

36A

N.A

.N

.A.

L2 1

/2x2

1/2

x3/1

6L3

x3x3

/16

B2L

2 1/

2x2

1/2x

3/16

x3/8

2L3x

3x3/

16x3

/82L

3 1/

2x3

1/2x

1/4x

3/8

N.A

.C

L2 1

/2x2

1/2

x3/1

6N

.A.

RO

HN

2 S

TDL2

1/2

x2 1

/2x3

/16

N.A

.C

3x4.

1L2

1/2

x2 1

/2x3

/16

N.A

.L2

1/2

x2 1

/2x3

/16

L3x3

x3/1

6L3

1/2

x3 1

/2x1

/4L4

x4x1

/42L

3x3x

3/16

x3/8

2L3

1/2x

3 1/

2x1/

4x3/

8

1.6

2.2

2.5

3.3

3.8

4.1

4.6

5.9

5.4

5.9

6.1

6.7

7.6

8.8

9.1

6.68

758

1012

1416

1820

2224

2628

3032

349

@ 6

.666

6720

@ 5

14 @

10

Sec

tion

Leg

s L

eg G

rade

Dia

gona

ls D

iago

nal G

rade

Top

Girt

s H

oriz

onta

ls R

ed. H

oriz

onta

ls R

ed. D

iago

nals

Red

. Hip

s I

nner

Bra

cing

Fac

e W

idth

(ft)

36 #

Pan

els

@ (f

t) W

eigh

t (K

)77

.5

Lightning Rod 2"x15'307.5(3) ALP 8010300(3) ALP 8010300(3) ALP 8010300PiROD 15' Universal T-Frame Sector Mount300(4) 68000/68010 w/Pipe Mount244(4) 68000/68010 w/Pipe Mount244(4) 68000/68010 w/Pipe Mount244PiROD 15' Universal T-Frame Sector Mount244FR70-12-L2232FR70-12-L2232FR70-12-L2232PiROD 15' Universal T-Frame Sector Mount232-23Andrew 4' w/Radome218 DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATIONLightning Rod 2"x15' 307.5(3) ALP 8010 300(3) ALP 8010 300

(3) ALP 8010 300PiROD 15' Universal T-Frame Sector Mount

300

(4) 68000/68010 w/Pipe Mount 244(4) 68000/68010 w/Pipe Mount 244

(4) 68000/68010 w/Pipe Mount 244

PiROD 15' Universal T-Frame Sector Mount

244

FR70-12-L2 232FR70-12-L2 232FR70-12-L2 232


232-23

Andrew 4' w/Radome 218

MATERIAL LISTMARK MARKSIZE SIZE

A L2 1/2x2 1/2x3/16B L3 1/2x3 1/2x1/4

C 2L1 1/2x1 1/2x1/8

MATERIAL STRENGTHGRADE GRADEYIELD YIELDA36M-50 50 ksi A36 36 ksi

TOWER DESIGN NOTES1. Tower designed for a 70 mph basic wind in accordance with the TIA/EIA-222-F Standard.2. Tower is also designed for a 61 mph basic wind with 0.50 in ice.3. Deflections are based upon a 50 mph wind.4. TOWER RATING: 74.3%






Feedline Plan

Round Flat App In Face App Out Face

(12) 1 5/8

(4) 1 1/4(2) 1 5/8

(12) 1 5/8






-500

-500

-1000

-1000

500

500

1000

1000

TIA/EIA-222-F - 70 mph/61 mph 0.5000 in Ice

Leg Capacity Leg Compression (K)

300' 300'

280' 280'

260' 260'

240' 240'

220' 220'

200' 200'

180' 180'

160' 160'

140' 140'

120' 120'

100' 100'

80' 80'

60' 60'

40' 40'

20' 20'

0' 0'

Ele

vati

on

(ft)






TIA/EIA-222-F - Service - 50 mph Maximum Values

0

0

5

5

10

10

Deflection (in)300'

280'

260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

0'

Ele

vati

on

(ft)

0

0

0.05

0.05

0.1

0.1

0.15

0.15

0.2

0.2

Tilt (deg)0

0

0.05

0.05

0.1

0.1

Twist (deg)300'

280'

260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

0'

EERRIITToowweerr Job Free-Standing Tower DemoPage

1 of 80

C-Concepts, inc.12612 W. Mill Road

Project

ExampleDate

18:26:48 01/28/03Menomonee Falls, WI 53051

Phone: (262) 252-3173FAX: (262) 252-3134

ClientC-Concepts, Inc.

Designed by

horn

Tower Input Data

The main tower is a 3x free standing tower with an overall height of 300' above the ground line.The base of the tower is set at an elevation of 0' above the ground line.The face width of the tower is 6'8-1/4'' at the top and 36' at the base.This tower is designed using the TIA/EIA-222-F standard.The following design criteria apply:

Basic wind speed of 70 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 61 mph is used in combination with ice. Deflections calculated using a wind speed of 50 mph. Moments in legs is considered. Feedline torque is considered. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333

Leg B Leg C

Leg A

Face

A Face B

Face C

Triangular Tow er

Wind Normal

Wind 90

Wind 180

Tower Section Geometry

Tower Section

Tower Elevation

ft

SectionWidth

ft

Numberof

Sections

SectionLength

ft

DiagonalSpacing

ft

BracingType

HasK Brace

EndPanels

HasHorizontals

T1 300'-280' 6'8-9/32'' 1 20' 6'8-1/32'' X Brace No NoT2 280'-260' 8' 1 20' 6'8-1/32'' X Brace No NoT3 260'-240' 10' 1 20' 6'8-1/32'' X Brace No No


2 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Tower Section

Tower Elevation

ft

SectionWidth

ft

Numberof

Sections

SectionLength

ft

DiagonalSpacing

ft

BracingType

HasK Brace

EndPanels

HasHorizontals

T4 240'-220' 12' 1 20' 5' Double K No YesT5 220'-200' 14' 1 20' 5' Double K No YesT6 200'-180' 16' 1 20' 5' Double K No YesT7 180'-160' 18' 1 20' 5' Double K No YesT8 160'-140' 20' 1 20' 5' Double K No YesT9 140'-120' 22' 1 20' 10' Double K1 No YesT10 120'-100' 24' 1 20' 10' Double K1 No YesT11 100'-80' 26' 1 20' 10' Double K1 No YesT12 80'-60' 28' 1 20' 10' Double K1 No YesT13 60'-40' 30' 1 20' 10' Double K1 No YesT14 40'-20' 32' 1 20' 10' Double K1 No YesT15 20'-0' 34' 1 20' 10' Double K1 No Yes

Tower Section Geometry (cont’d)

Tower Elevation

ft

LegType

LegSize

LegGrade

DiagonalType

DiagonalSize

DiagonalGrade

T1 300'-280' Solid Round 2 1/4 A36M-50(50 ksi)

Single Angle L2 1/2x2 1/2x3/16 A36(36 ksi)


Single Angle L3x3x3/16 A36(36 ksi)

T3 260'-240' Solid Round 3 A36M-50(50 ksi)



Double Angle 2L2 1/2x2 1/2x3/16x3/8 A36(36 ksi)








Double Angle 2L3x3x3/16x3/8 A36(36 ksi)

















3 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Tower Elevation

ft

Top GirtType

Top GirtSize

Top GirtGrade

Bottom GirtType

Bottom GirtSize

Bottom GirtGrade

T1 300'-280' Single Angle L2 1/2x2 1/2x3/16 A36(36 ksi)

Single Angle A36(36 ksi)

T2 280'-260' Flat Bar A36(36 ksi)

Flat Bar A36(36 ksi)

T3 260'-240' Single Angle A36(36 ksi)

Single Angle A36(36 ksi)

T4 240'-220' Flat Bar A36(36 ksi)


T5 220'-200' Flat Bar A36(36 ksi)


T6 200'-180' Flat Bar A36(36 ksi)


T7 180'-160' Flat Bar A36(36 ksi)


T8 160'-140' Flat Bar A36(36 ksi)


T9 140'-120' Flat Bar A36(36 ksi)


T10 120'-100' Flat Bar A36(36 ksi)


T11 100'-80' Flat Bar A36(36 ksi)


T12 80'-60' Flat Bar A36(36 ksi)


T13 60'-40' Flat Bar A36(36 ksi)


T14 40'-20' Flat Bar A36(36 ksi)


T15 20'-0' Flat Bar A36(36 ksi)



Tower Elevation

ft

No.of

MidGirts

Mid GirtType

Mid GirtSize

Mid GirtGrade

HorizontalType

HorizontalSize

HorizontalGrade

T1 300'-280' None Flat Bar A36(36 ksi)

Solid Round A36(36 ksi)




















4 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Tower Elevation

ft

No.of

MidGirts

Mid GirtType

Mid GirtSize

Mid GirtGrade

HorizontalType

HorizontalSize

HorizontalGrade












Tower Elevation

ft

SecondaryHorizontal Type

Secondary HorizontalSize

SecondaryHorizontal

Grade

Inner BracingType

Inner Bracing Size Inner BracingGrade

T1 300'-280' Solid Round A36(36 ksi)
































5 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Tower Elevation

ft

RedundantBracingGrade

RedundantType

RedundantSize

K Factor

T1 300'-280' A36(36 ksi)

HorizontalDiagonal

Sub-HorizontalVertical

Hip

Single AngleSingle AngleSingle AngleSingle AngleSingle Angle

11111

T2 280'-260' A36(36 ksi)

HorizontalDiagonal


Hip


11111

T3 260'-240' A36(36 ksi)

HorizontalDiagonal


Hip


11111

T4 240'-220' A36(36 ksi)

HorizontalDiagonal


Hip


11111

T5 220'-200' A36(36 ksi)

HorizontalDiagonal


Hip


11111

T6 200'-180' A36(36 ksi)

HorizontalDiagonal


Hip


11111

T7 180'-160' A36(36 ksi)

HorizontalDiagonal


Hip


11111

T8 160'-140' A36(36 ksi)

HorizontalDiagonal


Hip


11111

T9 140'-120' A36(36 ksi)

HorizontalDiagonal


Hip

Double AnglePipe

Double AngleDouble Angle

Channel

2L1 1/2x1 1/2x1/8ROHN 2 STD

C3x4.1

11111

T10 120'-100' A36(36 ksi)

HorizontalDiagonal


Hip


L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

11111

T11 100'-80' A36(36 ksi)

HorizontalDiagonal


Hip


L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

11111

T12 80'-60' A36(36 ksi)

HorizontalDiagonal


Hip


L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

11111


6 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Tower Elevation

ft

RedundantBracingGrade

RedundantType

RedundantSize

K Factor

T13 60'-40' A36(36 ksi)

HorizontalDiagonal


Hip


L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

11111

T14 40'-20' A36(36 ksi)

HorizontalDiagonal


Hip


L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

11111

T15 20'-0' A36(36 ksi)

HorizontalDiagonal


Hip


L2 1/2x2 1/2x3/16L2 1/2x2 1/2x3/16

L2 1/2x2 1/2x3/16

11111


Tower Elevation

ft

GussetArea

(per face)

ft2

GussetThickness

in

Gusset Grade Adjust. FactorAf

Adjust.Factor

Ar

Weight Mult. Double AngleStitch BoltSpacing

Diagonalsin

Double AngleStitch BoltSpacing

Horizontalsin

T1 300'-280' 2.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T2 280'-260' 2.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T3 260'-240' 2.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T4 240'-220' 2.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T5 220'-200' 3.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T6 200'-180' 3.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T7 180'-160' 3.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T8 160'-140' 3.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T9 140'-120' 4.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T10 120'-100' 4.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T11 100'-80' 4.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T12 80'-60' 4.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T13 60'-40' 6.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T14 40'-20' 6.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000

T15 20'-0' 6.00 0.5000 A36(36 ksi)

1 1 1.05 36.0000 36.0000



7 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

K Factors1

Tower Elevation

ft

CalcK

SingleAngles

CalcK

SolidRounds

Legs XBraceDiags

XY

KBraceDiags

XY

SingleDiags

XY

Girts

XY

Horiz.

XY

InnerBrace

XY

TrussLegX

Brace

TrussLegZ

Brace

T1 300'-280' Yes No 1 11

11

11

11

11

11

0.5 0.85

T2 280'-260' Yes No 1 11

11

11

11

11

11

0.5 0.85

T3 260'-240' Yes No 1 11

11

11

11

11

11

0.5 0.85

T4 240'-220' Yes No 1 11

11

11

11

11

11

0.5 0.85

T5 220'-200' Yes No 1 11

11

11

11

11

11

0.5 0.85

T6 200'-180' Yes No 1 11

11

11

11

11

11

0.5 0.85

T7 180'-160' Yes No 1 11

11

11

11

11

11

0.5 0.85

T8 160'-140' Yes No 1 11

11

11

11

11

11

0.5 0.85

T9 140'-120' Yes No 1 11

11

11

11

11

11

0.5 0.85

T10 120'-100' Yes No 1 11

11

11

11

11

11

0.5 0.85

T11 100'-80' Yes No 1 11

11

11

11

11

11

0.5 0.85

T12 80'-60' Yes No 1 11

11

11

11

11

11

0.5 0.85

T13 60'-40' Yes No 1 11

11

11

11

11

11

0.5 0.85

T14 40'-20' Yes No 1 11

11

11

11

11

11

0.5 0.85

T15 20'-0' Yes No 1 11

11

11

11

11

11

0.5 0.85

1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-planedirection applied to the overall length.


Tower Elevation

ft

Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal

Net WidthDeduct

in

U Net WidthDeduct

in

U Net WidthDeduct

in

U NetWidth

Deductin

U NetWidth

Deductin

U NetWidth

Deductin

U NetWidth

Deductin

U

T1 300'-280' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T2 280'-260' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T3 260'-240' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T4 240'-220' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T5 220'-200' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T6 200'-180' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T7 180'-160' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T8 160'-140' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T9 140'-120' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1

T10 120'-100' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1


8 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Tower Elevation

ft


Net WidthDeduct

in

U Net WidthDeduct

in

U Net WidthDeduct

in

U NetWidth

Deductin

U NetWidth

Deductin

U NetWidth

Deductin

U NetWidth

Deductin

U

T11 100'-80' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T12 80'-60' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T13 60'-40' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T14 40'-20' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1T15 20'-0' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75 0.0000 1


Tower Elevation

ft

LegConnection

Type


Bolt Sizein

No. Bolt Sizein

No. Bolt Sizein

No. Bolt Sizein

No. Bolt Sizein

No. Bolt Sizein

No. Bolt Sizein

No.

T1 300'-280' Flange 0.7500A325N

4 0.6250A325N

1 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T2 280'-260' Flange 0.7500A325N

4 0.6250A325N

1 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T3 260'-240' Flange 0.7500A325N

4 0.6250A325N

1 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T4 240'-220' Flange 0.7500A325N

4 0.6250A325N

1 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T5 220'-200' Flange 0.7500A325N

4 0.6250A325N

1 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T6 200'-180' Flange 0.7500A325N

4 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T7 180'-160' Flange 0.7500A325N

4 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T8 160'-140' Flange 0.7500A325N

6 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T9 140'-120' Flange 0.7500A325N

6 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T10 120'-100' Flange 0.7500A325N

6 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T11 100'-80' Flange 1.0000A325N

8 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T12 80'-60' Flange 1.0000A325N

8 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T13 60'-40' Flange 1.0000A325N

8 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T14 40'-20' Flange 1.0000A325N

8 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

T15 20'-0' Flange 1.0000A325N

8 0.6250A325N

2 0.6250A325N

1 0.6250A325N

1 0.6250A325N

0 0.6250A325N

1 0.6250A325N

0

Feed Line/Linear Appurtenances Treated As Structural Components

Description Face AllowShield

ComponentType

Placement

ft

TotalNumber

NumberPer Row

ClearSpacing

in

Width orDiameter

in

Perimeter

in

Weight

klf1 5/8 B Yes Ar (CfAe) 244' - 0' 12 12 1.9800 1.9800 0.001 1/4 C Yes Ar (CfAe) 232' - 0' 4 4 1.5500 1.5500 0.00


9 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Description Face AllowShield

ComponentType

Placement

ft

TotalNumber

NumberPer Row

ClearSpacing

in

Width orDiameter

in

Perimeter

in

Weight

klfOffset: -0.25xFW

1 5/8 C Yes Ar (CfAe) 218' - 0'Offset: 0.25xFW

2 2 1.9800 1.9800 0.00

1 5/8 A Yes Ar (CfAe) 300' - 0' 12 12 1.9800 1.9800 0.00

Feed Line/Linear Appurtenances Section Areas

TowerSection

Tower Elevation

ft

Face AR

ft2

AF

ft2

CAAAIn Face

ft2

CAAAOut Face

ft2

Weight

KT1 300'-280' A

BC

39.6000.0000.000

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.000.00

T2 280'-260' ABC

39.6000.0000.000

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.000.00

T3 260'-240' ABC

39.6007.9200.000

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.050.00

T4 240'-220' ABC

39.60039.6006.200

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.03

T5 220'-200' ABC

39.60039.60016.273

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T6 200'-180' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T7 180'-160' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T8 160'-140' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T9 140'-120' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T10 120'-100' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T11 100'-80' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T12 80'-60' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T13 60'-40' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T14 40'-20' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

T15 20'-0' ABC

39.60039.60016.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.250.250.09

Feed Line/Linear Appurtenances Section Areas - With Ice


10 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

TowerSection

Tower Elevation

ft

Face IceThickness

in

AR

ft2

AF

ft2

CAAAIn Face

ft2

CAAAOut Face

ft2

Weight

KT1 300'-280' A

BC

0.500 59.6000.0000.000

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.000.00

T2 280'-260' ABC

0.500 59.6000.0000.000

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.000.00

T3 260'-240' ABC

0.500 59.60011.9200.000

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.120.00

T4 240'-220' ABC

0.500 59.60059.60010.200

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.09

T5 220'-200' ABC

0.500 59.60059.60025.940

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.24

T6 200'-180' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T7 180'-160' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T8 160'-140' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T9 140'-120' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T10 120'-100' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T11 100'-80' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T12 80'-60' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T13 60'-40' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T14 40'-20' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

T15 20'-0' ABC

0.500 59.60059.60026.933

0.0000.0000.000

0.0000.0000.000

0.0000.0000.000

0.610.610.26

Feed Line Shielding

Section Elevation

ft

Face AR

ft2

ARIceft2

AF

ft2

AFIceft2

T1 300'-280' ABC

0.0000.0000.000

0.0000.0000.000

3.7600.0000.000

7.1670.0000.000

T2 280'-260' ABC

0.0000.0000.000

0.0000.0000.000

3.7020.0000.000

6.8100.0000.000

T3 260'-240' A 0.000 0.000 3.476 6.394


11 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Section Elevation

ft

Face AR

ft2

ARIceft2

AF

ft2

AFIceft2

BC

0.0000.000

0.0000.000

0.6950.000

1.2790.000

T4 240'-220' ABC

0.0000.0000.000

0.0000.0000.000

2.9102.9100.456

5.5475.5470.949

T5 220'-200' ABC

0.0000.0000.000

0.0000.0000.000

2.8102.8101.155

5.3575.3572.331

T6 200'-180' ABC

0.0000.0000.000

0.0000.0000.000

2.9052.9051.242

5.4735.4732.473

T7 180'-160' ABC

0.0000.0000.000

0.0000.0000.000

2.8552.8551.221

5.3775.3772.430

T8 160'-140' ABC

0.0000.0000.000

0.0000.0000.000

3.3493.3491.432

6.1056.1052.759

T9 140'-120' ABC

1.0401.0400.445

2.2232.2231.005

2.2212.2210.950

4.2784.2781.933

T10 120'-100' ABC

0.0000.0000.000

0.0000.0000.000

3.5633.5631.524

6.7096.7093.032

T11 100'-80' ABC

0.0000.0000.000

0.0000.0000.000

3.5803.5801.531

6.7096.7093.032

T12 80'-60' ABC

0.0000.0000.000

0.0000.0000.000

3.5263.5261.508

6.6086.6082.986

T13 60'-40' ABC

0.0000.0000.000

0.0000.0000.000

3.4813.4811.488

6.5246.5242.948

T14 40'-20' ABC

0.0000.0000.000

0.0000.0000.000

3.5253.5251.508

6.5776.5772.972

T15 20'-0' ABC

0.0000.0000.000

0.0000.0000.000

3.4933.4931.494

6.5176.5172.945

Feed Line Center of Pressure

Section Elevation

ft

CPX

in

CPZ

in

CPXIcein

CPZIcein

T1 300'-280' -7.6900 -4.4398 -8.2963 -4.7899T2 280'-260' -8.2901 -4.7863 -9.2435 -5.3367T3 260'-240' -6.9645 -6.2128 -7.7898 -6.9490T4 240'-220' 1.3322 -8.1773 1.5678 -8.6472T5 220'-200' 0.9289 -5.8570 1.2279 -6.0807T6 200'-180' 0.8512 -6.0780 1.1681 -6.3517T7 180'-160' 0.9091 -6.4787 1.2547 -6.8093T8 160'-140' 0.8877 -6.3168 1.2540 -6.7949T9 140'-120' 1.0029 -7.1271 1.3771 -7.4523T10 120'-100' 1.0238 -7.2674 1.4341 -7.7521T11 100'-80' 1.0633 -7.5412 1.4965 -8.0818T12 80'-60' 1.1037 -7.8213 1.5592 -8.4138T13 60'-40' 1.1186 -7.9214 1.5922 -8.5860


12 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Section Elevation

ft

CPX

in

CPZ

in

CPXIcein

CPZIcein

T14 40'-20' 1.1356 -8.0371 1.6267 -8.7669T15 20'-0' 1.1763 -8.3205 1.6870 -9.0868

Discrete Tower Loads

Description Faceor Leg

OffsetType

Offsets:Horz

LateralVert

ft

AzimuthAdjustment

deg

Placement

ft

CAAAFront

ft2

CAAASide

ft2

Weight

KLightning Rod 2''x15' A None 0.0000 307'6'' No Ice

1/2'' Ice1'' Ice2'' Ice4'' Ice

3.004.536.079.20

13.87

3.004.536.079.20

13.87

0.080.100.140.230.54

(4) 68000/68010 w/PipeMount

A From Face 4.000'0'

0.0000 244' No Ice1/2'' Ice1'' Ice2'' Ice4'' Ice

3.754.224.675.677.85

3.254.074.776.229.31

0.030.060.110.210.52

(4) 68000/68010 w/PipeMount

B From Face 4.000'0'


3.754.224.675.677.85

3.254.074.776.229.31

0.030.060.110.210.52

(4) 68000/68010 w/PipeMount

C From Face 4.000'0'


3.754.224.675.677.85

3.254.074.776.229.31

0.030.060.110.210.52


C None 0.0000 244' No Ice1/2'' Ice1'' Ice2'' Ice4'' Ice

15.0020.6026.2037.4059.80

15.0020.6026.2037.4059.80

0.500.650.801.101.70

FR70-12-L2 A From Face 4.000'0'


5.605.996.407.228.99

3.273.634.004.766.40

0.020.060.090.190.43

FR70-12-L2 B From Face 4.000'0'


5.605.996.407.228.99

3.273.634.004.766.40

0.020.060.090.190.43

FR70-12-L2 C From Face 4.000'0'


5.605.996.407.228.99

3.273.634.004.766.40

0.020.060.090.190.43


C None 0.0000 23' - 232' No Ice1/2'' Ice1'' Ice2'' Ice4'' Ice

15.0020.6026.2037.4059.80

15.0020.6026.2037.4059.80

0.500.650.801.101.70

(3) ALP 8010 A From Face 4.00 0.0000 300' No Ice 3.98 3.98 0.01


13 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

Description Faceor Leg

OffsetType

Offsets:Horz

LateralVert

ft

AzimuthAdjustment

deg

Placement

ft

CAAAFront

ft2

CAAASide

ft2

Weight

K0'0'

1/2'' Ice1'' Ice2'' Ice4'' Ice

4.294.605.226.46

4.294.605.226.46

0.010.010.020.02

(3) ALP 8010 B From Face 4.000'0'


3.984.294.605.226.46

3.984.294.605.226.46

0.010.010.010.020.02

(3) ALP 8010 C From Face 4.000'0'


3.984.294.605.226.46

3.984.294.605.226.46

0.010.010.010.020.02


C None 0.0000 300' No Ice1/2'' Ice1'' Ice2'' Ice4'' Ice

15.0020.6026.2037.4059.80

15.0020.6026.2037.4059.80

0.500.650.801.101.70

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetDistance

ft

AzimuthAdjustment

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

KAndrew 4' w/Radome B Paraboloid

w/RadomeFromLeg

2.00 0.0000 218' 4.00 No Ice1/2'' Ice1'' Ice2'' Ice4'' Ice

12.5713.1013.6214.6816.80

0.140.280.420.711.28

Tower Pressures - No Ice

GH = 1.088

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

T1 300'-280' 290' 1.861 23 150.627 ABC

11.68015.44015.440

47.1057.5057.505

7.505 12.7732.7132.71

0.000 0.000

T2 280'-260' 270' 1.823 23 184.589 ABC

14.69318.39518.395

48.7829.1829.182

9.182 14.4733.3033.30

0.000 0.000

T3 260'-240' 250' 1.783 22 225.006 ABC

17.39220.17320.868

49.61717.93710.017

10.017 14.9526.2832.43

0.000 0.000

T4 240'-220' 230' 1.741 22 265.006 AB

17.81417.814

49.61749.617

10.017 14.8514.85

0.000 0.000


14 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

C 20.268 16.217 27.45T5 220'-200' 210' 1.697 21 305.423 A

BC

21.09021.09022.745

50.45150.45127.125

10.851 15.1715.1721.76

0.000 0.000

T6 200'-180' 190' 1.649 21 345.423 ABC

24.63824.63826.301

50.45150.45127.785

10.851 14.4514.4520.06

0.000 0.000

T7 180'-160' 170' 1.597 20 385.841 ABC

27.12527.12528.760

51.28651.28628.619

11.686 14.9014.9020.37

0.000 0.000

T8 160'-140' 150' 1.541 19 426.258 ABC

34.64234.64236.559

52.12152.12129.454

12.521 14.4314.4318.97

0.000 0.000

T9 140'-120' 130' 1.48 19 466.258 ABC

27.21727.21728.488

56.95256.95234.880

12.521 14.8814.8819.76

0.000 0.000

T10 120'-100' 110' 1.411 18 506.675 ABC

35.55035.55037.590

52.95652.95630.289

13.356 15.0915.0919.68

0.000 0.000

T11 100'-80' 90' 1.332 17 546.675 ABC

38.81338.81340.862

52.95652.95630.289

13.356 14.5514.5518.77

0.000 0.000

T12 80'-60' 70' 1.24 16 587.092 ABC

41.12241.12243.140

53.79053.79031.124

14.190 14.9514.9519.11

0.000 0.000

T13 60'-40' 50' 1.126 14 627.092 ABC

45.47245.47247.464

53.79053.79031.124

14.190 14.3014.3018.06

0.000 0.000

T14 40'-20' 30' 1 13 667.509 ABC

49.08949.08951.107

54.62554.62531.958

15.025 14.4914.4918.09

0.000 0.000

T15 20'-0' 10' 1 13 707.509 ABC

51.55051.55053.549

54.62554.62531.958

15.025 14.1514.1517.57

0.000 0.000

Tower Pressure - With Ice

GH = 1.088

SectionElevation

ft

z

ft

KZ qz

psf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

T1 300'-280' 290' 1.861 18 0.5000 152.295 ABC

12.01419.18119.181

70.44110.84110.841

10.841 13.1536.1136.11

0.000 0.000

T2 280'-260' 270' 1.823 17 0.5000 186.258 ABC

15.38522.19522.195

72.12112.52112.521

12.521 14.3136.0736.07

0.000 0.000

T3 260'-240' 250' 1.783 17 0.5000 226.675 ABC

18.82423.93925.218

72.95625.27613.356

13.356 14.5527.1434.62

0.000 0.000

T4 240'-220' 230' 1.741 16 0.5000 266.675 ABC

20.32720.32724.925

72.95672.95623.556

13.356 14.3214.3227.55

0.000 0.000

T5 220'-200' 210' 1.697 16 0.5000 307.092 A 24.309 73.790 14.190 14.47 0.000 0.000


15 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

z

ft

KZ qz

psf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

BC

24.30927.334

73.79040.130

14.4721.03

T6 200'-180' 190' 1.649 16 0.5000 347.092 ABC

28.43628.43631.435

73.79073.79041.124

14.190 13.8813.8819.56

0.000 0.000

T7 180'-160' 170' 1.597 15 0.5000 387.509 ABC

31.57531.57534.522

74.62574.62541.958

15.025 14.1514.1519.65

0.000 0.000

T8 160'-140' 150' 1.541 14 0.5000 427.927 ABC

39.47139.47142.817

75.46075.46042.793

15.860 13.8013.8018.53

0.000 0.000

T9 140'-120' 130' 1.48 14 0.5000 467.927 ABC

31.86631.86634.210

81.57981.57950.131

15.860 13.9813.9818.80

0.000 0.000

T10 120'-100' 110' 1.411 13 0.5000 508.344 ABC

41.28841.28844.965

76.29476.29443.628

16.694 14.2014.2018.84

0.000 0.000

T11 100'-80' 90' 1.332 13 0.5000 548.344 ABC

45.10945.10948.787

76.29476.29443.628

16.694 13.7513.7518.06

0.000 0.000

T12 80'-60' 70' 1.24 12 0.5000 588.761 ABC

48.01048.01051.631

77.12977.12944.462

17.529 14.0114.0118.24

0.000 0.000

T13 60'-40' 50' 1.126 11 0.5000 628.761 ABC

53.00453.00456.580

77.12977.12944.462

17.529 13.4713.4717.35

0.000 0.000

T14 40'-20' 30' 1 9 0.5000 669.178 ABC

57.16757.16760.772

77.96477.96445.297

18.364 13.5913.5917.31

0.000 0.000

T15 20'-0' 10' 1 9 0.5000 709.178 ABC

60.22060.22063.792

77.96477.96445.297

18.364 13.2913.2916.83

0.000 0.000

Tower Pressure - Service

GH = 1.088

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

T1 300'-280' 290' 1.861 12 150.627 ABC

11.68015.44015.440

47.1057.5057.505

7.505 12.7732.7132.71

0.000 0.000

T2 280'-260' 270' 1.823 12 184.589 ABC

14.69318.39518.395

48.7829.1829.182

9.182 14.4733.3033.30

0.000 0.000

T3 260'-240' 250' 1.783 11 225.006 ABC

17.39220.17320.868

49.61717.93710.017

10.017 14.9526.2832.43

0.000 0.000

T4 240'-220' 230' 1.741 11 265.006 ABC

17.81417.81420.268

49.61749.61716.217

10.017 14.8514.8527.45

0.000 0.000

T5 220'-200' 210' 1.697 11 305.423 AB

21.09021.090

50.45150.451

10.851 15.1715.17

0.000 0.000


16 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

C 22.745 27.125 21.76T6 200'-180' 190' 1.649 11 345.423 A

BC

24.63824.63826.301

50.45150.45127.785

10.851 14.4514.4520.06

0.000 0.000

T7 180'-160' 170' 1.597 10 385.841 ABC

27.12527.12528.760

51.28651.28628.619

11.686 14.9014.9020.37

0.000 0.000

T8 160'-140' 150' 1.541 10 426.258 ABC

34.64234.64236.559

52.12152.12129.454

12.521 14.4314.4318.97

0.000 0.000

T9 140'-120' 130' 1.48 9 466.258 ABC

27.21727.21728.488

56.95256.95234.880

12.521 14.8814.8819.76

0.000 0.000

T10 120'-100' 110' 1.411 9 506.675 ABC

35.55035.55037.590

52.95652.95630.289

13.356 15.0915.0919.68

0.000 0.000

T11 100'-80' 90' 1.332 9 546.675 ABC

38.81338.81340.862

52.95652.95630.289

13.356 14.5514.5518.77

0.000 0.000

T12 80'-60' 70' 1.24 8 587.092 ABC

41.12241.12243.140

53.79053.79031.124

14.190 14.9514.9519.11

0.000 0.000

T13 60'-40' 50' 1.126 7 627.092 ABC

45.47245.47247.464

53.79053.79031.124

14.190 14.3014.3018.06

0.000 0.000

T14 40'-20' 30' 1 6 667.509 ABC

49.08949.08951.107

54.62554.62531.958

15.025 14.4914.4918.09

0.000 0.000

T15 20'-0' 10' 1 6 707.509 ABC

51.55051.55053.549

54.62554.62531.958

15.025 14.1514.1517.57

0.000 0.000

Tower Forces - No Ice - Wind Normal To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.37 1.49 ABC

0.390.1520.152

2.0842.7632.763

0.6480.5820.582

111

111

42.19019.80719.807

2.23 0.11 A

T2 280'-260' 0.37 2.06 ABC

0.3440.1490.149

2.1862.7742.774

0.630.5810.581

111

111

45.44023.73323.733

2.47 0.12 A

T3 260'-240' 0.42 2.42 ABC

0.2980.1690.137

2.3022.7012.819

0.6150.585

0.58

111

111

47.91830.65926.674

2.68 0.13 A

T4 240'-220' 0.65 3.16 ABC

0.2540.2540.138

2.4242.4242.817

0.6030.603

0.58

111

111

47.73447.73429.669

2.75 0.14 B

T5 220'-200' 0.77 3.61 ABC

0.2340.2340.163

2.4862.4862.723

0.5980.5980.584

111

111

51.25951.25938.575

2.95 0.15 B

T6 200'-180' 0.78 3.90 ABC

0.2170.2170.157

2.5392.5392.747

0.5940.5940.583

111

111

54.61154.61142.485

3.12 0.16 B

T7 180'-160' 0.78 4.39 A 0.203 2.585 0.591 1 1 57.438 3.24 0.16 B


17 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

BC

0.2030.149

2.5852.776

0.5910.581

11

11

57.43845.395

T8 160'-140' 0.78 5.69 ABC

0.2040.2040.155

2.5842.5842.754

0.5910.5910.582

111

111

65.45265.45253.708

3.56 0.18 B

T9 140'-120' 0.84 5.13 ABC

0.1810.1810.136

2.6622.6622.824

0.5870.5870.579

111

111

60.62660.62648.698

3.26 0.16 B

T10 120'-100' 0.84 5.61 ABC

0.1750.1750.134

2.6832.6832.831

0.5860.5860.579

111

111

66.55966.55955.132

3.44 0.17 B

T11 100'-80' 0.84 5.90 ABC

0.1680.168

0.13

2.7072.7072.846

0.5840.5840.579

111

111

69.75869.75858.388

3.43 0.17 B

T12 80'-60' 0.84 6.47 ABC

0.1620.1620.126

2.7292.729

2.86

0.5830.5830.578

111

111

72.50072.50061.135

3.35 0.17 B

T13 60'-40' 0.96 7.22 ABC

0.1580.1580.125

2.7412.7412.864

0.5830.5830.578

111

111

76.82076.82065.454

3.24 0.16 B

T14 40'-20' 0.96 8.44 ABC

0.1550.1550.124

2.7522.7522.868

0.5820.5820.578

111

111

80.89880.89869.575

3.04 0.15 B

T15 20'-0' 0.96 8.70 ABC

0.150.15

0.121

2.7712.7712.882

0.5810.5810.577

111

111

83.31383.31372.004

3.15 0.16 B

Sum Weight: 11.16 77.50 OTM 6542.86kip-ft

45.90

Tower Forces - No Ice - Wind 60 To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.37 1.49 ABC

0.390.1520.152

2.0842.7632.763

0.6480.5820.582

0.80.80.8

111

39.85316.71916.719

2.11 0.11 A

T2 280'-260' 0.37 2.06 ABC

0.3440.1490.149

2.1862.7742.774

0.630.5810.581

0.80.80.8

111

42.50220.05420.054

2.31 0.12 A

T3 260'-240' 0.42 2.42 ABC

0.2980.1690.137

2.3022.7012.819

0.6150.585

0.58

0.80.80.8

111

44.43926.62522.500

2.49 0.12 A

T4 240'-220' 0.65 3.16 ABC

0.2540.2540.138

2.4242.4242.817

0.6030.603

0.58

0.80.80.8

111

44.17144.17125.615

2.54 0.13 B

T5 220'-200' 0.77 3.61 ABC

0.2340.2340.163

2.4862.4862.723

0.5980.5980.584

0.80.80.8

111

47.04147.04134.026

2.71 0.14 B

T6 200'-180' 0.78 3.90 ABC

0.2170.2170.157

2.5392.5392.747

0.5940.5940.583

0.80.80.8

111

49.68349.68337.225

2.84 0.14 B

T7 180'-160' 0.78 4.39 ABC

0.2030.2030.149

2.5852.5852.776

0.5910.5910.581

0.80.80.8

111

52.01352.01339.644

2.93 0.15 B


18 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T8 160'-140' 0.78 5.69 ABC

0.2040.2040.155

2.5842.5842.754

0.5910.5910.582

0.80.80.8

111

58.52458.52446.396

3.18 0.16 B

T9 140'-120' 0.84 5.13 ABC

0.1810.1810.136

2.6622.6622.824

0.5870.5870.579

0.80.80.8

111

55.18255.18243.001

2.97 0.15 B

T10 120'-100' 0.84 5.61 ABC

0.1750.1750.134

2.6832.6832.831

0.5860.5860.579

0.80.80.8

111

59.44959.44947.614

3.07 0.15 B

T11 100'-80' 0.84 5.90 ABC

0.1680.168

0.13

2.7072.7072.846

0.5840.5840.579

0.80.80.8

111

61.99661.99650.216

3.05 0.15 B

T12 80'-60' 0.84 6.47 ABC

0.1620.1620.126

2.7292.729

2.86

0.5830.5830.578

0.80.80.8

111

64.27564.27552.507

2.97 0.15 B

T13 60'-40' 0.96 7.22 ABC

0.1580.1580.125

2.7412.7412.864

0.5830.5830.578

0.80.80.8

111

67.72567.72555.961

2.85 0.14 B

T14 40'-20' 0.96 8.44 ABC

0.1550.1550.124

2.7522.7522.868

0.5820.5820.578

0.80.80.8

111

71.08071.08059.354

2.67 0.13 B

T15 20'-0' 0.96 8.70 ABC

0.150.15

0.121

2.7712.7712.882

0.5810.5810.577

0.80.80.8

111

73.00373.00361.294

2.76 0.14 B


41.44

Tower Forces - No Ice - Wind 90 To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.37 1.49 ABC

0.390.1520.152

2.0842.7632.763

0.6480.5820.582

0.850.850.85

111

40.43717.49117.491

2.14 0.11 A

T2 280'-260' 0.37 2.06 ABC

0.3440.1490.149

2.1862.7742.774

0.630.5810.581

0.850.850.85

111

43.23620.97420.974

2.35 0.12 A

T3 260'-240' 0.42 2.42 ABC

0.2980.1690.137

2.3022.7012.819

0.6150.585

0.58

0.850.850.85

111

45.30927.63323.543

2.54 0.13 A

T4 240'-220' 0.65 3.16 ABC

0.2540.2540.138

2.4242.4242.817

0.6030.603

0.58

0.850.850.85

111

45.06245.06226.628

2.60 0.13 B

T5 220'-200' 0.77 3.61 ABC

0.2340.2340.163

2.4862.4862.723

0.5980.5980.584

0.850.850.85

111

48.09548.09535.163

2.77 0.14 B

T6 200'-180' 0.78 3.90 ABC

0.2170.2170.157

2.5392.5392.747

0.5940.5940.583

0.850.850.85

111

50.91550.91538.540

2.91 0.15 B

T7 180'-160' 0.78 4.39 ABC

0.2030.2030.149

2.5852.5852.776

0.5910.5910.581

0.850.850.85

111

53.37053.37041.081

3.01 0.15 B

T8 160'-140' 0.78 5.69 AB

0.2040.204

2.5842.584

0.5910.591

0.850.85

11

60.25660.256

3.27 0.16 B


19 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

C 0.155 2.754 0.582 0.85 1 48.224T9 140'-120' 0.84 5.13 A

BC

0.1810.1810.136

2.6622.6622.824

0.5870.5870.579

0.850.850.85

111

56.54356.54344.425

3.04 0.15 B

T10 120'-100' 0.84 5.61 ABC

0.1750.1750.134

2.6832.6832.831

0.5860.5860.579

0.850.850.85

111

61.22661.22649.493

3.16 0.16 B

T11 100'-80' 0.84 5.90 ABC

0.1680.168

0.13

2.7072.7072.846

0.5840.5840.579

0.850.850.85

111

63.93663.93652.259

3.15 0.16 B

T12 80'-60' 0.84 6.47 ABC

0.1620.1620.126

2.7292.729

2.86

0.5830.5830.578

0.850.850.85

111

66.33166.33154.664

3.06 0.15 B

T13 60'-40' 0.96 7.22 ABC

0.1580.1580.125

2.7412.7412.864

0.5830.5830.578

0.850.850.85

111

69.99969.99958.334

2.95 0.15 B

T14 40'-20' 0.96 8.44 ABC

0.1550.1550.124

2.7522.7522.868

0.5820.5820.578

0.850.850.85

111

73.53473.53461.909

2.76 0.14 B

T15 20'-0' 0.96 8.70 ABC

0.150.15

0.121

2.7712.7712.882

0.5810.5810.577

0.850.850.85

111

75.58175.58163.971

2.86 0.14 B


42.56

Tower Forces - With Ice - Wind Normal To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.77 2.06 ABC

0.5410.1970.197

1.8522.6062.606

0.7190.590.59

111

111

62.69625.57525.575

2.21 0.11 A

T2 280'-260' 0.77 2.73 ABC

0.470.1860.186

1.9422.6422.642

0.6830.5880.588

111

111

64.61229.55429.554

2.34 0.12 A

T3 260'-240' 0.89 3.18 ABC

0.4050.217

0.17

2.0542.54

2.699

0.6540.5940.585

111

111

66.50838.95433.028

2.49 0.12 A

T4 240'-220' 1.47 4.30 ABC

0.350.35

0.182

2.1722.1722.658

0.6320.6320.587

111

111

66.46566.46538.748

2.57 0.13 B

T5 220'-200' 1.70 4.87 ABC

0.3190.319

0.22

2.2462.2462.532

0.6220.6220.595

111

111

70.20970.20951.196

2.74 0.14 B

T6 200'-180' 1.71 5.34 ABC

0.2950.2950.209

2.3112.3112.566

0.6140.6140.592

111

111

73.76173.76155.792

2.88 0.14 B

T7 180'-160' 1.71 5.96 ABC

0.2740.2740.197

2.3672.3672.605

0.6080.608

0.59

111

111

76.97076.97059.272

2.98 0.15 B

T8 160'-140' 1.71 7.66 ABC

0.2690.269

0.2

2.3832.3832.596

0.6070.607

0.59

111

111

85.25985.25968.082

3.20 0.16 B

T9 140'-120' 1.79 6.86 A 0.242 2.46 0.6 1 1 80.811 3.01 0.15 B


20 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

BC

0.2420.18

2.462.663

0.60.587

11

11

80.81163.616

T10 120'-100' 1.79 7.52 ABC

0.2310.2310.174

2.4952.4952.684

0.5970.5970.585

111

111

86.85886.85870.509

3.13 0.16 B

T11 100'-80' 1.79 7.96 ABC

0.2210.2210.169

2.5262.5262.704

0.5950.5950.584

111

111

90.50590.50574.287

3.12 0.16 B

T12 80'-60' 1.79 8.70 ABC

0.2130.2130.163

2.5552.5552.723

0.5930.5930.584

111

111

93.75093.75077.579

3.04 0.15 B

T13 60'-40' 1.94 9.56 ABC

0.2070.2070.161

2.5732.5732.733

0.5920.5920.583

111

111

98.65298.65282.509

2.92 0.15 B

T14 40'-20' 1.94 11.01 ABC

0.2020.2020.159

2.592.592.74

0.5910.5910.583

111

111

103.227103.22787.171

2.74 0.14 B

T15 20'-0' 1.94 11.39 ABC

0.1950.1950.154

2.6132.6132.757

0.5890.5890.582

111

111

106.169106.16990.158

2.84 0.14 B


42.21

Tower Forces - With Ice - Wind 60 To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.77 2.06 ABC

0.5410.1970.197

1.8522.6062.606

0.7190.590.59

0.80.80.8

111

60.29321.73921.739

2.13 0.11 A

T2 280'-260' 0.77 2.73 ABC

0.470.1860.186

1.9422.6422.642

0.6830.5880.588

0.80.80.8

111

61.53525.11525.115

2.23 0.11 A

T3 260'-240' 0.89 3.18 ABC

0.4050.217

0.17

2.0542.54

2.699

0.6540.5940.585

0.80.80.8

111

62.74434.16627.984

2.35 0.12 A

T4 240'-220' 1.47 4.30 ABC

0.350.35

0.182

2.1722.1722.658

0.6320.6320.587

0.80.80.8

111

62.39962.39933.763

2.42 0.12 B

T5 220'-200' 1.70 4.87 ABC

0.3190.319

0.22

2.2462.2462.532

0.6220.6220.595

0.80.80.8

111

65.34865.34845.729

2.55 0.13 B

T6 200'-180' 1.71 5.34 ABC

0.2950.2950.209

2.3112.3112.566

0.6140.6140.592

0.80.80.8

111

68.07468.07449.505

2.65 0.13 B

T7 180'-160' 1.71 5.96 ABC

0.2740.2740.197

2.3672.3672.605

0.6080.608

0.59

0.80.80.8

111

70.65570.65552.367

2.73 0.14 B

T8 160'-140' 1.71 7.66 ABC

0.2690.269

0.2

2.3832.3832.596

0.6070.607

0.59

0.80.80.8

111

77.36577.36559.519

2.91 0.15 B

T9 140'-120' 1.79 6.86 ABC

0.2420.242

0.18

2.462.46

2.663

0.60.6

0.587

0.80.80.8

111

74.43874.43856.774

2.77 0.14 B


21 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T10 120'-100' 1.79 7.52 ABC

0.2310.2310.174

2.4952.4952.684

0.5970.5970.585

0.80.80.8

111

78.60078.60061.516

2.83 0.14 B

T11 100'-80' 1.79 7.96 ABC

0.2210.2210.169

2.5262.5262.704

0.5950.5950.584

0.80.80.8

111

81.48381.48364.529

2.81 0.14 B

T12 80'-60' 1.79 8.70 ABC

0.2130.2130.163

2.5552.5552.723

0.5930.5930.584

0.80.80.8

111

84.14884.14867.253

2.73 0.14 B

T13 60'-40' 1.94 9.56 ABC

0.2070.2070.161

2.5732.5732.733

0.5920.5920.583

0.80.80.8

111

88.05288.05271.193

2.61 0.13 B

T14 40'-20' 1.94 11.01 ABC

0.2020.2020.159

2.592.592.74

0.5910.5910.583

0.80.80.8

111

91.79491.79475.017

2.43 0.12 B

T15 20'-0' 1.94 11.39 ABC

0.1950.1950.154

2.6132.6132.757

0.5890.5890.582

0.80.80.8

111

94.12594.12577.400

2.52 0.13 B


38.66

Tower Forces - With Ice - Wind 90 To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.77 2.06 ABC

0.5410.1970.197

1.8522.6062.606

0.7190.590.59

0.850.850.85

111

60.89422.69822.698

2.15 0.11 A

T2 280'-260' 0.77 2.73 ABC

0.470.1860.186

1.9422.6422.642

0.6830.5880.588

0.850.850.85

111

62.30526.22526.225

2.26 0.11 A

T3 260'-240' 0.89 3.18 ABC

0.4050.217

0.17

2.0542.54

2.699

0.6540.5940.585

0.850.850.85

111

63.68535.36329.245

2.39 0.12 A

T4 240'-220' 1.47 4.30 ABC

0.350.35

0.182

2.1722.1722.658

0.6320.6320.587

0.850.850.85

111

63.41663.41635.010

2.45 0.12 B

T5 220'-200' 1.70 4.87 ABC

0.3190.319

0.22

2.2462.2462.532

0.6220.6220.595

0.850.850.85

111

66.56366.56347.096

2.60 0.13 B

T6 200'-180' 1.71 5.34 ABC

0.2950.2950.209

2.3112.3112.566

0.6140.6140.592

0.850.850.85

111

69.49569.49551.077

2.71 0.14 B

T7 180'-160' 1.71 5.96 ABC

0.2740.2740.197

2.3672.3672.605

0.6080.608

0.59

0.850.850.85

111

72.23372.23354.094

2.80 0.14 B

T8 160'-140' 1.71 7.66 ABC

0.2690.269

0.2

2.3832.3832.596

0.6070.607

0.59

0.850.850.85

111

79.33879.33861.660

2.98 0.15 B

T9 140'-120' 1.79 6.86 ABC

0.2420.242

0.18

2.462.46

2.663

0.60.6

0.587

0.850.850.85

111

76.03176.03158.484

2.83 0.14 B

T10 120'-100' 1.79 7.52 AB

0.2310.231

2.4952.495

0.5970.597

0.850.85

11

80.66580.665

2.90 0.15 B


22 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

C 0.174 2.684 0.585 0.85 1 63.764T11 100'-80' 1.79 7.96 A

BC

0.2210.2210.169

2.5262.5262.704

0.5950.5950.584

0.850.850.85

111

83.73883.73866.969

2.88 0.14 B

T12 80'-60' 1.79 8.70 ABC

0.2130.2130.163

2.5552.5552.723

0.5930.5930.584

0.850.850.85

111

86.54986.54969.834

2.80 0.14 B

T13 60'-40' 1.94 9.56 ABC

0.2070.2070.161

2.5732.5732.733

0.5920.5920.583

0.850.850.85

111

90.70290.70274.022

2.69 0.13 B

T14 40'-20' 1.94 11.01 ABC

0.2020.2020.159

2.592.592.74

0.5910.5910.583

0.850.850.85

111

94.65294.65278.056

2.51 0.13 B

T15 20'-0' 1.94 11.39 ABC

0.1950.1950.154

2.6132.6132.757

0.5890.5890.582

0.850.850.85

111

97.13697.13680.590

2.60 0.13 B


39.55

Tower Forces - Service - Wind Normal To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.37 1.49 ABC

0.390.1520.152

2.0842.7632.763

0.6480.5820.582

111

111

42.19019.80719.807

1.14 0.06 A

T2 280'-260' 0.37 2.06 ABC

0.3440.1490.149

2.1862.7742.774

0.630.5810.581

111

111

45.44023.73323.733

1.26 0.06 A

T3 260'-240' 0.42 2.42 ABC

0.2980.1690.137

2.3022.7012.819

0.6150.585

0.58

111

111

47.91830.65926.674

1.37 0.07 A

T4 240'-220' 0.65 3.16 ABC

0.2540.2540.138

2.4242.4242.817

0.6030.603

0.58

111

111

47.73447.73429.669

1.40 0.07 B

T5 220'-200' 0.77 3.61 ABC

0.2340.2340.163

2.4862.4862.723

0.5980.5980.584

111

111

51.25951.25938.575

1.51 0.08 B

T6 200'-180' 0.78 3.90 ABC

0.2170.2170.157

2.5392.5392.747

0.5940.5940.583

111

111

54.61154.61142.485

1.59 0.08 B

T7 180'-160' 0.78 4.39 ABC

0.2030.2030.149

2.5852.5852.776

0.5910.5910.581

111

111

57.43857.43845.395

1.65 0.08 B

T8 160'-140' 0.78 5.69 ABC

0.2040.2040.155

2.5842.5842.754

0.5910.5910.582

111

111

65.45265.45253.708

1.81 0.09 B

T9 140'-120' 0.84 5.13 ABC

0.1810.1810.136

2.6622.6622.824

0.5870.5870.579

111

111

60.62660.62648.698

1.66 0.08 B

T10 120'-100' 0.84 5.61 ABC

0.1750.1750.134

2.6832.6832.831

0.5860.5860.579

111

111

66.55966.55955.132

1.75 0.09 B

T11 100'-80' 0.84 5.90 A 0.168 2.707 0.584 1 1 69.758 1.75 0.09 B


23 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

BC

0.1680.13

2.7072.846

0.5840.579

11

11

69.75858.388

T12 80'-60' 0.84 6.47 ABC

0.1620.1620.126

2.7292.729

2.86

0.5830.5830.578

111

111

72.50072.50061.135

1.71 0.09 B

T13 60'-40' 0.96 7.22 ABC

0.1580.1580.125

2.7412.7412.864

0.5830.5830.578

111

111

76.82076.82065.454

1.65 0.08 B

T14 40'-20' 0.96 8.44 ABC

0.1550.1550.124

2.7522.7522.868

0.5820.5820.578

111

111

80.89880.89869.575

1.55 0.08 B

T15 20'-0' 0.96 8.70 ABC

0.150.15

0.121

2.7712.7712.882

0.5810.5810.577

111

111

83.31383.31372.004

1.61 0.08 B


23.42

Tower Forces - Service - Wind 60 To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.37 1.49 ABC

0.390.1520.152

2.0842.7632.763

0.6480.5820.582

0.80.80.8

111

39.85316.71916.719

1.08 0.05 A

T2 280'-260' 0.37 2.06 ABC

0.3440.1490.149

2.1862.7742.774

0.630.5810.581

0.80.80.8

111

42.50220.05420.054

1.18 0.06 A

T3 260'-240' 0.42 2.42 ABC

0.2980.1690.137

2.3022.7012.819

0.6150.585

0.58

0.80.80.8

111

44.43926.62522.500

1.27 0.06 A

T4 240'-220' 0.65 3.16 ABC

0.2540.2540.138

2.4242.4242.817

0.6030.603

0.58

0.80.80.8

111

44.17144.17125.615

1.30 0.06 B

T5 220'-200' 0.77 3.61 ABC

0.2340.2340.163

2.4862.4862.723

0.5980.5980.584

0.80.80.8

111

47.04147.04134.026

1.38 0.07 B

T6 200'-180' 0.78 3.90 ABC

0.2170.2170.157

2.5392.5392.747

0.5940.5940.583

0.80.80.8

111

49.68349.68337.225

1.45 0.07 B

T7 180'-160' 0.78 4.39 ABC

0.2030.2030.149

2.5852.5852.776

0.5910.5910.581

0.80.80.8

111

52.01352.01339.644

1.50 0.07 B

T8 160'-140' 0.78 5.69 ABC

0.2040.2040.155

2.5842.5842.754

0.5910.5910.582

0.80.80.8

111

58.52458.52446.396

1.62 0.08 B

T9 140'-120' 0.84 5.13 ABC

0.1810.1810.136

2.6622.6622.824

0.5870.5870.579

0.80.80.8

111

55.18255.18243.001

1.51 0.08 B

T10 120'-100' 0.84 5.61 ABC

0.1750.1750.134

2.6832.6832.831

0.5860.5860.579

0.80.80.8

111

59.44959.44947.614

1.57 0.08 B

T11 100'-80' 0.84 5.90 ABC

0.1680.168

0.13

2.7072.7072.846

0.5840.5840.579

0.80.80.8

111

61.99661.99650.216

1.56 0.08 B


24 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T12 80'-60' 0.84 6.47 ABC

0.1620.1620.126

2.7292.729

2.86

0.5830.5830.578

0.80.80.8

111

64.27564.27552.507

1.51 0.08 B

T13 60'-40' 0.96 7.22 ABC

0.1580.1580.125

2.7412.7412.864

0.5830.5830.578

0.80.80.8

111

67.72567.72555.961

1.46 0.07 B

T14 40'-20' 0.96 8.44 ABC

0.1550.1550.124

2.7522.7522.868

0.5820.5820.578

0.80.80.8

111

71.08071.08059.354

1.36 0.07 B

T15 20'-0' 0.96 8.70 ABC

0.150.15

0.121

2.7712.7712.882

0.5810.5810.577

0.80.80.8

111

73.00373.00361.294

1.41 0.07 B


21.14

Tower Forces - Service - Wind 90 To Face

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

T1 300'-280' 0.37 1.49 ABC

0.390.1520.152

2.0842.7632.763

0.6480.5820.582

0.850.850.85

111

40.43717.49117.491

1.09 0.05 A

T2 280'-260' 0.37 2.06 ABC

0.3440.1490.149

2.1862.7742.774

0.630.5810.581

0.850.850.85

111

43.23620.97420.974

1.20 0.06 A

T3 260'-240' 0.42 2.42 ABC

0.2980.1690.137

2.3022.7012.819

0.6150.585

0.58

0.850.850.85

111

45.30927.63323.543

1.29 0.06 A

T4 240'-220' 0.65 3.16 ABC

0.2540.2540.138

2.4242.4242.817

0.6030.603

0.58

0.850.850.85

111

45.06245.06226.628

1.32 0.07 B

T5 220'-200' 0.77 3.61 ABC

0.2340.2340.163

2.4862.4862.723

0.5980.5980.584

0.850.850.85

111

48.09548.09535.163

1.41 0.07 B

T6 200'-180' 0.78 3.90 ABC

0.2170.2170.157

2.5392.5392.747

0.5940.5940.583

0.850.850.85

111

50.91550.91538.540

1.48 0.07 B

T7 180'-160' 0.78 4.39 ABC

0.2030.2030.149

2.5852.5852.776

0.5910.5910.581

0.850.850.85

111

53.37053.37041.081

1.53 0.08 B

T8 160'-140' 0.78 5.69 ABC

0.2040.2040.155

2.5842.5842.754

0.5910.5910.582

0.850.850.85

111

60.25660.25648.224

1.67 0.08 B

T9 140'-120' 0.84 5.13 ABC

0.1810.1810.136

2.6622.6622.824

0.5870.5870.579

0.850.850.85

111

56.54356.54344.425

1.55 0.08 B

T10 120'-100' 0.84 5.61 ABC

0.1750.1750.134

2.6832.6832.831

0.5860.5860.579

0.850.850.85

111

61.22661.22649.493

1.61 0.08 B

T11 100'-80' 0.84 5.90 ABC

0.1680.168

0.13

2.7072.7072.846

0.5840.5840.579

0.850.850.85

111

63.93663.93652.259

1.60 0.08 B

T12 80'-60' 0.84 6.47 AB

0.1620.162

2.7292.729

0.5830.583

0.850.85

11

66.33166.331

1.56 0.08 B


25 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionElevation

ft

AddWeight

K

SelfWeight

K

Face

e CF RR DF DR AE

ft2

F

K

w

klf

Ctrl.Face

C 0.126 2.86 0.578 0.85 1 54.664T13 60'-40' 0.96 7.22 A

BC

0.1580.1580.125

2.7412.7412.864

0.5830.5830.578

0.850.850.85

111

69.99969.99958.334

1.50 0.08 B

T14 40'-20' 0.96 8.44 ABC

0.1550.1550.124

2.7522.7522.868

0.5820.5820.578

0.850.850.85

111

73.53473.53461.909

1.41 0.07 B

T15 20'-0' 0.96 8.70 ABC

0.150.15

0.121

2.7712.7712.882

0.5810.5810.577

0.850.850.85

111

75.58175.58163.971

1.46 0.07 B


21.71

Mast Vectors - No Ice

SectionNo.

SectionElevation

ft

WindAzimuth

deg

Directionality F

K

Vx

K

Vz

K

OTMx

kip-ft

OTMz

kip-ft

Torque

kip-ftT1 300'-280' 0 Wind Normal 2.23 0.00 -2.23 -647.49 0.48 -1.43

30 Wind 90 2.14 1.07 -1.85 -537.51 -309.69 -1.5860 Wind 60 2.11 1.83 -1.05 -305.97 -529.00 -1.3590 Wind 90 2.14 2.14 0.00 -0.27 -619.87 -0.79

120 Wind Normal 2.23 1.93 1.12 323.33 -560.03 0.00150 Wind 90 2.14 1.07 1.85 536.96 -309.69 0.79180 Wind 60 2.11 0.00 2.11 611.11 0.48 1.35210 Wind 90 2.14 -1.07 1.85 536.96 310.65 1.58240 Wind Normal 2.23 -1.93 1.12 323.33 560.98 1.43270 Wind 90 2.14 -2.14 0.00 -0.27 620.82 0.79300 Wind 60 2.11 -1.83 -1.05 -305.97 529.95 0.00330 Wind 90 2.14 -1.07 -1.85 -537.51 310.65 -0.79

T2 280'-260' 0 Wind Normal 2.47 0.00 -2.47 -667.44 0.58 -1.7130 Wind 90 2.35 1.18 -2.04 -550.05 -316.80 -1.8860 Wind 60 2.31 2.00 -1.16 -312.32 -539.79 -1.6090 Wind 90 2.35 2.35 0.00 -0.33 -634.17 -0.94

120 Wind Normal 2.47 2.14 1.24 333.22 -577.15 0.00150 Wind 90 2.35 1.18 2.04 549.38 -316.80 0.94180 Wind 60 2.31 0.00 2.31 623.63 0.58 1.60210 Wind 90 2.35 -1.18 2.04 549.38 317.95 1.88240 Wind Normal 2.47 -2.14 1.24 333.22 578.31 1.71270 Wind 90 2.35 -2.35 0.00 -0.33 635.33 0.94300 Wind 60 2.31 -2.00 -1.16 -312.32 540.95 0.00330 Wind 90 2.35 -1.18 -2.04 -550.05 317.95 -0.94

T3 260'-240' 0 Wind Normal 2.68 0.00 -2.68 -671.51 0.55 -1.5630 Wind 90 2.54 1.27 -2.20 -549.98 -316.69 -1.9360 Wind 60 2.49 2.16 -1.24 -311.65 -538.38 -1.8490 Wind 90 2.54 2.54 0.00 -0.49 -633.93 -1.31

120 Wind Normal 2.68 2.32 1.34 335.02 -580.57 -0.42150 Wind 90 2.54 1.27 2.20 548.99 -316.69 0.62180 Wind 60 2.49 0.00 2.49 621.82 0.55 1.44210 Wind 90 2.54 -1.27 2.20 548.99 317.80 1.93240 Wind Normal 2.68 -2.32 1.34 335.02 581.67 1.98270 Wind 90 2.54 -2.54 0.00 -0.49 635.04 1.31300 Wind 60 2.49 -2.16 -1.24 -311.65 539.49 0.39330 Wind 90 2.54 -1.27 -2.20 -549.98 317.80 -0.62

T4 240'-220' 0 Wind Normal 2.75 0.00 -2.75 -633.25 -0.11 0.3130 Wind 90 2.60 1.30 -2.25 -517.86 -298.61 -0.6360 Wind 60 2.54 2.20 -1.27 -293.44 -506.92 -1.36


26 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionNo.

SectionElevation

ft

WindAzimuth

deg

Directionality F

K

Vx

K

Vz

K

OTMx

kip-ft

OTMz

kip-ft

Torque

kip-ft90 Wind 90 2.60 2.60 0.00 -0.83 -597.12 -1.77

120 Wind Normal 2.75 2.38 1.37 315.38 -547.80 -1.78150 Wind 90 2.60 1.30 2.25 516.20 -298.61 -1.13180 Wind 60 2.54 0.00 2.54 584.38 -0.11 -0.28210 Wind 90 2.60 -1.30 2.25 516.20 298.40 0.63240 Wind Normal 2.75 -2.38 1.37 315.38 547.58 1.47270 Wind 90 2.60 -2.60 0.00 -0.83 596.91 1.77300 Wind 60 2.54 -2.20 -1.27 -293.44 506.70 1.64330 Wind 90 2.60 -1.30 -2.25 -517.86 298.40 1.13

T5 220'-200' 0 Wind Normal 2.95 0.00 -2.95 -620.16 -0.06 0.2330 Wind 90 2.77 1.38 -2.40 -504.06 -290.67 -0.4960 Wind 60 2.71 2.34 -1.35 -284.95 -492.38 -1.0490 Wind 90 2.77 2.77 0.00 -0.70 -581.29 -1.35










27 of 80


Project

ExampleDate


Phone: (262) 252-3173FAX: (262) 252-3134


Designed by

horn

SectionNo.

SectionElevation

ft

WindAzimuth

deg

Directionality F

K

Vx

K

Vz

K

OTMx

kip-ft

OTMz

kip-ft

Torque

kip-ft120 Wind Normal 3.26 2.82 1.63 210.75 -366.91 -1.81150 Wind 90 3.04 1.52 2.63 341.09 -197.60 -1.12180 Wind 60 2.97 0.00 2.97 384.51 -0.06 -0.25210 Wind 90 3.04 -1.52 2.63 341.09 197.47 0.68240 Wind Normal 3.26 -2.82 1.63 210.75 366.78 1.54270 Wind 90 3.04 -3.04 0.00 -1.04 395.00 1.80300 Wind 60 2.97 -2.57 -1.48 -193.82 333.84 1.65330 Wind 90 3.04 -1.52 -2.63 -343.18 197.47 1.12









T14 40'-20' 0 Wind Normal 3.04 0.00 -3.04 -92.62 -0.09 0.2930 Wind 90 2.76 1.38 -2.39 -73.23 -41.51 -0.7060 Wind 60 2.67 2.31 -1.33 -41.52 -69.

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