ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No.

A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4

Structure Design For

40m Guyed Pole

Client: OG
Project: GSM Network

A 5/11/2017 First issue M.Joe A.S.M

Rev. Date Description Designed by Reviewed by
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4

Design Basics
The design is according to ANSI/TIA-222-G-2, the following is the main design parameters:

• Basic wind speed is 36.11 m/s.

• Service wind speed is 25 m/s.

• Exposure category is C.

• Structure class is II.

• Topographic category is 1.

• Elevation at bottom of tower is 0 m.

• Wind directions applied on tower in the analysis are generated automatically.

• Wind directions applied on tower in the analysis are 0, 45, 90, 135, 180, 225, 270, 315 Deg.

• Wind load on each panel antenna are based on actual direction.

• Wind load on each microwave are based on actual direction.

Executive Summary
The structure is Safe with maximum members rating are as following:
• Pole parts rating is 0.32

• Guy wires rating is 0.55

• Base connection rating is 0.86

Antenna Loading Configuration

The tower is designed to carry the following:
ID Antenna Elev. Qty. Type Width Thick. Height Mount
Name m mm mm mm Name

Quad Band
1 42 1 Flat 548 135 2555 Mount 76x3000
Antenna
Quad Band
2 42 1 Flat 548 135 2555 Mount 76x3000
Antenna
Quad Band
3 42 1 Flat 548 135 2555 Mount 76x3000
Antenna

Microwave antennas
ID MW Elev. Qty. Type Diameter Mount
Name m mm Name

1 HP 2.4m 40 1 HP 2400 Mount 114x1500

2 HP 1.2m 44 1 HP 1200 Mount 114x1500
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4

Pole Parts Geometry

Part Bottom Top Length Bottom Top Thick. No. Of Bottom Material Weight
No. Elev. Elev. m Diam. Diam. mm Sides Overlap Name kg
m m mm mm m
6 40 45 5 250 250 10 ROUND 0 A36 301.8
5 36 40 4 250 250 10 ROUND 0 A36 241.4
4 27 36 9 250 250 10 ROUND 0 A36 543.2
3 18 27 9 250 250 10 ROUND 0 A36 543.2
2 9 18 9 250 250 10 ROUND 0 A36 543.2
1 0 9 9 250 250 10 ROUND 0 A36 543.2
Total 2716

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 0

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 1.07 10.48 1.2 0.6 915.5 0.47
2 1 38 4 0.25 1 0 1.07 10.4 1.2 1.2 901 0.92
3 1 33.75 4.5 0.25 1.125 0 1.07 10.27 1.2 1.35 878.8 1.01
2 29.25 4.5 0.25 1.125 0 1.07 10.11 1.2 1.35 852.7 0.98
4 1 24.75 4.5 0.25 1.125 0 1.07 9.94 1.2 1.35 823.2 0.94
2 20.25 4.5 0.25 1.125 0 1.07 9.73 1.2 1.35 789.2 0.91
5 1 15.75 4.5 0.25 1.125 0 1.07 9.48 1.2 1.35 748.5 0.86
2 11.25 4.5 0.25 1.125 0 1.07 9.15 1.2 1.35 697.3 0.8
6 1 6.75 4.5 0.25 1.125 0 1.07 8.67 1.2 1.35 626.2 0.72
2 2.25 4.5 0.25 1.125 0 1.07 8.32 1.2 1.35 577.5 0.66
Total 13.05 --- 8.62

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.804 0 915.5 0 0.63

2 36 To 40 38 1 1.608 0.456 1.608 0 901 0 1.23
3 31.5 To 36 33.75 1 1.809 0.513 1.809 0 878.8 0 1.35
4 27 To 31.5 29.25 1 1.809 0.513 1.809 0 852.7 0 1.31
5 22.5 To 27 24.75 1 1.809 0.513 1.809 0 823.2 0 1.27
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 1.809 0 789.2 0 1.21

7 13.5 To 18 15.75 1 1.809 0.513 1.809 0 748.5 0 1.15
8 9 To 13.5 11.25 1 1.809 0.513 1.809 0 697.3 0 1.07
9 4.5 To 9 6.75 1 1.809 0.513 1.809 0 626.2 0 0.96
10 0 To 4.5 2.25 1 1.809 0.513 1.809 0 577.5 0 0.89
Total 16.884 --- --- --- 11.07

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 -0.63 0 0 0 25.65 0
2 38 -1.23 0 0 0 46.8 0
3 33.75 -1.35 0 0 0 45.61 0
4 29.25 -1.31 0 0 0 38.35 0
5 24.75 -1.27 0 0 0 31.33 0
6 20.25 -1.21 0 0 0 24.57 0
7 15.75 -1.15 0 0 0 18.13 0
8 11.25 -1.07 0 0 0 12.06 0
9 6.75 -0.96 0 0 0 6.5 0
10 2.25 -0.89 0 0 0 2 0
Total -11.07 0 0 0 251 0

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.516 0 920.2 30 1.19

2 42 42 1 1.815 0.62 1.516 0 920.2 150 1.19
3 42 42 1 1.815 0.62 0.62 0 920.2 90 0.48
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -1.19 0 0 0 49.8 -0.35

2 42 -1.19 0 0 0 49.8 -0.35
3 42 -0.48 0 0 0 20.37 0.29
Total -2.86 0 0 0 119.98 -0.42

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.115 0 920.2 30 0.09

2 42 42 1 0.034 0.358 0.115 0 920.2 150 0.09
3 42 42 1 0.034 0.358 0.358 0 920.2 90 0.28
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.09 0 0 0 3.77 -0.02

2 42 -0.09 0 0 0 3.77 -0.02
3 42 -0.28 0 0 0 11.74 0.11
Total -0.46 0 0 0 19.28 0.07

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 330 1.21 -0.23 0.05 4.24 -0.82 0.44
2 44 44 1200 1.131 0 929.3 210 -0.96 -0.18 -0.06 -0.85 -0.16 -0.07

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -4.08 0 -1.41 0 0.44 0 -56.38 163.33 0.01

2 44 -0.82 0 0.29 0 -0.07 0 12.82 36.03 -0.15
Total -4.9 0 -1.12 --- --- --- -43.56 199.36 -0.14

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.059 0 910.8 30 0.05

2 44 44 1 0.034 0.234 0.084 0 929.3 150 0.07
Total 0.143 --- --- --- 0.11

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 -0.05 0 0 0 1.82 -0.01

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 -0.07 0 0 0 2.92 -0.01

Total -0.11 0 0 0 4.74 -0.02

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 145.92 577.5 0.03
2 9 4.5 8 1.2 17.493 77.18 577.5 0.08
3 9 4.5 8 1.2 17.493 34.08 577.5 0.03
4 9 4.5 8 1.2 17.493 102.82 577.5 0.08
5 18 9 8 1.2 23.431 128.2 665.3 0.08
6 18 9 8 1.2 23.431 80.46 665.3 0.12
7 18 9 8 1.2 23.431 51.8 665.3 0.08
8 18 9 8 1.2 23.431 99.54 665.3 0.12
9 27 13.5 8 1.2 30.887 117.98 724.6 0.14
10 27 13.5 8 1.2 30.887 82.78 724.6 0.18
11 27 13.5 8 1.2 30.887 62.02 724.6 0.14
12 27 13.5 8 1.2 30.887 97.22 724.6 0.18
13 36 18 16 1.2 39 111.81 769.9 0.42
14 36 18 16 1.2 39 84.29 769.9 0.49
15 36 18 16 1.2 39 68.19 769.9 0.42
16 36 18 16 1.2 39 95.71 769.9 0.49
17 40 20 20 1.2 42.72 109.83 787.1 0.61
18 40 20 20 1.2 42.72 84.79 787.1 0.68
19 40 20 20 1.2 42.72 70.17 787.1 0.61
20 40 20 20 1.2 42.72 95.21 787.1 0.68

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 -0.01 -0.02 0.01 0.08 -0.08 -0.09
2 9 4.5 -0.08 0.01 -0.01 -0.13 0.33 -0.58
3 9 4.5 -0.01 0.02 0.01 0.08 -0.08 0.09
4 9 4.5 -0.08 -0.01 -0.01 -0.13 0.33 0.58
5 18 9 -0.06 -0.05 0.01 0.18 0.21 -0.19
6 18 9 -0.12 0.02 -0.01 -0.23 1.07 -0.91
7 18 9 -0.06 0.05 0.01 0.18 0.21 0.19
8 18 9 -0.12 -0.02 -0.01 -0.23 1.07 0.91
9 27 13.5 -0.13 -0.07 0.01 0.26 1.22 -0.31
10 27 13.5 -0.18 0.02 -0.01 -0.29 2.37 -1.31
11 27 13.5 -0.13 0.07 0.01 0.26 1.22 0.31
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 -0.18 -0.02 -0.01 -0.29 2.37 1.31
13 36 18 -0.39 -0.16 0.02 0.61 5.93 -0.88
14 36 18 -0.48 0.04 -0.02 -0.65 8.6 -3.53
15 36 18 -0.39 0.16 0.02 0.61 5.93 0.88
16 36 18 -0.48 -0.04 -0.02 -0.65 8.6 3.53
17 40 20 -0.57 -0.2 0.02 0.8 9.94 -1.25
18 40 20 -0.68 0.06 -0.02 -0.84 13.44 -4.95
19 40 20 -0.57 0.2 0.02 0.8 9.94 1.25
20 40 20 -0.68 -0.06 -0.02 -0.84 13.44 4.95
Total -5.4 0 -0.02 -0.45 86.04 0

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 45

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 0.97 10.48 1.2 0.6 915.5 0.47
2 1 38 4 0.25 1 0 0.97 10.4 1.2 1.2 901 0.92
3 1 33.75 4.5 0.25 1.125 0 0.97 10.27 1.2 1.35 878.8 1.01
2 29.25 4.5 0.25 1.125 0 0.97 10.11 1.2 1.35 852.7 0.98
4 1 24.75 4.5 0.25 1.125 0 0.97 9.94 1.2 1.35 823.2 0.94
2 20.25 4.5 0.25 1.125 0 0.97 9.73 1.2 1.35 789.2 0.91
5 1 15.75 4.5 0.25 1.125 0 0.97 9.48 1.2 1.35 748.5 0.86
2 11.25 4.5 0.25 1.125 0 0.97 9.15 1.2 1.35 697.3 0.8
6 1 6.75 4.5 0.25 1.125 0 0.97 8.67 1.2 1.35 626.2 0.72
2 2.25 4.5 0.25 1.125 0 0.97 8.32 1.2 1.35 577.5 0.66
Total 13.05 --- 8.62

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.516 0 915.5 45 0.4

2 36 To 40 38 1 1.608 0.456 1.032 0 901 45 0.79
3 31.5 To 36 33.75 1 1.809 0.513 1.161 0 878.8 45 0.87
4 27 To 31.5 29.25 1 1.809 0.513 1.161 0 852.7 45 0.84
5 22.5 To 27 24.75 1 1.809 0.513 1.161 0 823.2 45 0.81
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 1.161 0 789.2 45 0.78

7 13.5 To 18 15.75 1 1.809 0.513 1.161 0 748.5 45 0.74
8 9 To 13.5 11.25 1 1.809 0.513 1.161 0 697.3 45 0.69
9 4.5 To 9 6.75 1 1.809 0.513 1.161 0 626.2 45 0.62
10 0 To 4.5 2.25 1 1.809 0.513 1.161 0 577.5 45 0.57
Total 10.836 --- --- --- 7.11

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 -0.28 0 -0.28 -11.64 11.64 0.09

2 38 -0.56 0 -0.56 -21.24 21.24 0.17
3 33.75 -0.61 0 -0.61 -20.7 20.7 0.18
4 29.25 -0.6 0 -0.6 -17.4 17.4 0.18
5 24.75 -0.57 0 -0.57 -14.22 14.22 0.17
6 20.25 -0.55 0 -0.55 -11.15 11.15 0.17
7 15.75 -0.52 0 -0.52 -8.23 8.23 0.16
8 11.25 -0.49 0 -0.49 -5.47 5.47 0.15
9 6.75 -0.44 0 -0.44 -2.95 2.95 0.13
10 2.25 -0.4 0 -0.4 -0.91 0.91 0.12
Total -5.03 0 -5.03 -113.91 113.91 1.51

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.735 0 920.2 15 1.36

2 42 42 1 1.815 0.62 0.7 0 920.2 105 0.55
3 42 42 1 1.815 0.62 1.217 0 920.2 135 0.95
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.96 0 -0.96 -40.3 40.3 0.21

2 42 -0.39 0 -0.39 -16.26 16.26 -0.31
3 42 -0.67 0 -0.67 -28.28 28.28 0.4
Total -2.02 0 -2.02 -84.84 84.84 0.29

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.056 0 920.2 15 0.04

2 42 42 1 0.034 0.358 0.336 0 920.2 105 0.26
3 42 42 1 0.034 0.358 0.196 0 920.2 135 0.15
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.03 0 -0.03 -1.29 1.29 0

2 42 -0.19 0 -0.19 -7.8 7.8 -0.1
3 42 -0.11 0 -0.11 -4.55 4.55 0.04
Total -0.32 0 -0.32 -13.64 13.64 -0.05

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 15 1.26 0.14 -0.04 4.4 0.48 -0.31

2 44 44 1200 1.131 0 929.3 255 -0.44 -0.57 -0.11 -0.39 -0.51 -0.12

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -3.57 0 -2.61 0 -0.31 0 -104.56 142.79 -0.06

2 44 -0.59 0 -0.24 0 -0.12 0 -10.61 26.16 -0.39
Total -4.16 0 -2.86 --- --- --- -115.16 168.94 -0.44

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.016 0 910.8 15 0.01

2 44 44 1 0.034 0.234 0.22 0 929.3 105 0.17
Total 0.236 --- --- --- 0.19

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 -0.01 0 -0.01 -0.34 0.34 0

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 -0.12 0 -0.12 -5.41 5.41 -0.06

Total -0.13 0 -0.13 -5.76 5.76 -0.06

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 137.95 577.5 0.04
2 9 4.5 8 1.2 17.493 115.39 577.5 0.07
3 9 4.5 8 1.2 17.493 42.05 577.5 0.04
4 9 4.5 8 1.2 17.493 64.61 577.5 0.07
5 18 9 8 1.2 23.431 123.67 665.3 0.09
6 18 9 8 1.2 23.431 108.67 665.3 0.11
7 18 9 8 1.2 23.431 56.33 665.3 0.09
8 18 9 8 1.2 23.431 71.33 665.3 0.11
9 27 13.5 8 1.2 30.887 114.87 724.6 0.15
10 27 13.5 8 1.2 30.887 104.05 724.6 0.17
11 27 13.5 8 1.2 30.887 65.13 724.6 0.15
12 27 13.5 8 1.2 30.887 75.95 724.6 0.17
13 36 18 16 1.2 39 109.46 769.9 0.44
14 36 18 16 1.2 39 101.09 769.9 0.47
15 36 18 16 1.2 39 70.54 769.9 0.44
16 36 18 16 1.2 39 78.91 769.9 0.47
17 40 20 20 1.2 42.72 107.7 787.1 0.62
18 40 20 20 1.2 42.72 100.11 787.1 0.66
19 40 20 20 1.2 42.72 72.3 787.1 0.62
20 40 20 20 1.2 42.72 79.89 787.1 0.66

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 -0.01 -0.02 -0.03 -0.09 -0.13 0.21
2 9 4.5 -0.06 -0.02 -0.03 0 0.3 -0.48
3 9 4.5 -0.01 0.02 -0.03 -0.09 -0.13 -0.21
4 9 4.5 -0.06 0.02 -0.03 0 0.3 0.48
5 18 9 -0.04 -0.05 -0.07 -0.5 0.02 0.4
6 18 9 -0.09 -0.03 -0.06 -0.34 0.88 -0.78
7 18 9 -0.04 0.05 -0.07 -0.5 0.02 -0.4
8 18 9 -0.09 0.03 -0.06 -0.34 0.88 0.78
9 27 13.5 -0.08 -0.06 -0.11 -1.35 0.7 0.62
10 27 13.5 -0.13 -0.04 -0.11 -1.15 1.84 -1.15
11 27 13.5 -0.08 0.06 -0.11 -1.35 0.7 -0.62
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 -0.13 0.04 -0.11 -1.15 1.84 1.15
13 36 18 -0.27 -0.14 -0.31 -5.33 3.82 1.73
14 36 18 -0.35 -0.09 -0.31 -4.88 6.45 -3.12
15 36 18 -0.27 0.14 -0.31 -5.33 3.82 -1.73
16 36 18 -0.35 0.09 -0.31 -4.88 6.45 3.12
17 40 20 -0.39 -0.19 -0.44 -8.52 6.55 2.45
18 40 20 -0.49 -0.11 -0.44 -7.94 9.98 -4.39
19 40 20 -0.39 0.19 -0.44 -8.52 6.55 -2.45
20 40 20 -0.49 0.11 -0.44 -7.94 9.98 4.39
Total -3.82 0 -3.79 -60.19 60.82 0

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 90

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 0.3 10.48 1.2 0.6 915.5 0.47
2 1 38 4 0.25 1 0 0.3 10.4 1.2 1.2 901 0.92
3 1 33.75 4.5 0.25 1.125 0 0.3 10.27 1.2 1.35 878.8 1.01
2 29.25 4.5 0.25 1.125 0 0.3 10.11 1.2 1.35 852.7 0.98
4 1 24.75 4.5 0.25 1.125 0 0.3 9.94 1.2 1.35 823.2 0.94
2 20.25 4.5 0.25 1.125 0 0.3 9.73 1.2 1.35 789.2 0.91
5 1 15.75 4.5 0.25 1.125 0 0.3 9.48 1.2 1.35 748.5 0.86
2 11.25 4.5 0.25 1.125 0 0.3 9.15 1.2 1.35 697.3 0.8
6 1 6.75 4.5 0.25 1.125 0 0.3 8.67 1.2 1.35 626.2 0.72
2 2.25 4.5 0.25 1.125 0 0.3 8.32 1.2 1.35 577.5 0.66
Total 13.05 --- 8.62

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.228 0 915.5 90 0.18

2 36 To 40 38 1 1.608 0.456 0.456 0 901 90 0.35
3 31.5 To 36 33.75 1 1.809 0.513 0.513 0 878.8 90 0.38
4 27 To 31.5 29.25 1 1.809 0.513 0.513 0 852.7 90 0.37
5 22.5 To 27 24.75 1 1.809 0.513 0.513 0 823.2 90 0.36
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.513 0 789.2 90 0.34

7 13.5 To 18 15.75 1 1.809 0.513 0.513 0 748.5 90 0.33
8 9 To 13.5 11.25 1 1.809 0.513 0.513 0 697.3 90 0.3
9 4.5 To 9 6.75 1 1.809 0.513 0.513 0 626.2 90 0.27
10 0 To 4.5 2.25 1 1.809 0.513 0.513 0 577.5 90 0.25
Total 4.788 --- --- --- 3.14

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0 0 -0.18 -7.27 0 0.05

2 38 0 0 -0.35 -13.27 0 0.1
3 33.75 0 0 -0.38 -12.93 0 0.11
4 29.25 0 0 -0.37 -10.88 0 0.11
5 24.75 0 0 -0.36 -8.88 0 0.11
6 20.25 0 0 -0.34 -6.97 0 0.1
7 15.75 0 0 -0.33 -5.14 0 0.1
8 11.25 0 0 -0.3 -3.42 0 0.09
9 6.75 0 0 -0.27 -1.84 0 0.08
10 2.25 0 0 -0.25 -0.57 0 0.08
Total 0 0 -3.14 -71.18 0 0.94

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.919 0 920.2 60 0.72

2 42 42 1 1.815 0.62 0.919 0 920.2 60 0.72
3 42 42 1 1.815 0.62 1.815 0 920.2 180 1.42
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 -0.72 -30.18 0 0.37

2 42 0 0 -0.72 -30.18 0 -0.37
3 42 0 0 -1.42 -59.62 0 0
Total 0 0 -2.86 -119.98 0 0

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.277 0 920.2 60 0.22

2 42 42 1 0.034 0.358 0.277 0 920.2 60 0.22
3 42 42 1 0.034 0.358 0.034 0 920.2 180 0.03
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 -0.22 -9.09 0 0.07

2 42 0 0 -0.22 -9.09 0 -0.07
3 42 0 0 -0.03 -1.11 0 0
Total 0 0 -0.46 -19.28 0 0

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 60 0.95 0.37 -0.01 3.31 1.29 -0.07

2 44 44 1200 1.131 0 929.3 300 0.95 -0.37 0.01 0.84 -0.33 0.01

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -2.22 0 -2.77 0 -0.07 0 -110.76 88.97 0.6

2 44 0.57 0 -0.71 0 0.01 0 -31.08 -24.96 -0.16
Total -1.66 0 -3.48 --- --- --- -141.84 64 0.44

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.176 0 910.8 60 0.14

2 44 44 1 0.034 0.234 0.184 0 929.3 60 0.15
Total 0.36 --- --- --- 0.28

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0 0 -0.14 -5.45 0 0.04

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0 0 -0.15 -6.39 0 -0.05

Total 0 0 -0.28 -11.84 0 0

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 102.82 577.5 0.08
2 9 4.5 8 1.2 17.493 145.92 577.5 0.03
3 9 4.5 8 1.2 17.493 77.18 577.5 0.08
4 9 4.5 8 1.2 17.493 34.08 577.5 0.03
5 18 9 8 1.2 23.431 99.54 665.3 0.12
6 18 9 8 1.2 23.431 128.2 665.3 0.08
7 18 9 8 1.2 23.431 80.46 665.3 0.12
8 18 9 8 1.2 23.431 51.8 665.3 0.08
9 27 13.5 8 1.2 30.887 97.22 724.6 0.18
10 27 13.5 8 1.2 30.887 117.98 724.6 0.14
11 27 13.5 8 1.2 30.887 82.78 724.6 0.18
12 27 13.5 8 1.2 30.887 62.02 724.6 0.14
13 36 18 16 1.2 39 95.71 769.9 0.49
14 36 18 16 1.2 39 111.81 769.9 0.42
15 36 18 16 1.2 39 84.29 769.9 0.49
16 36 18 16 1.2 39 68.19 769.9 0.42
17 40 20 20 1.2 42.72 95.21 787.1 0.68
18 40 20 20 1.2 42.72 109.83 787.1 0.61
19 40 20 20 1.2 42.72 84.79 787.1 0.68
20 40 20 20 1.2 42.72 70.17 787.1 0.61

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0.01 -0.01 -0.08 -0.33 -0.13 0.58
2 9 4.5 -0.01 -0.02 -0.01 0.08 0.08 -0.09
3 9 4.5 0.01 0.01 -0.08 -0.33 -0.13 -0.58
4 9 4.5 -0.01 0.02 -0.01 0.08 0.08 0.09
5 18 9 0.01 -0.02 -0.12 -1.07 -0.23 0.91
6 18 9 -0.01 -0.05 -0.06 -0.21 0.18 -0.19
7 18 9 0.01 0.02 -0.12 -1.07 -0.23 -0.91
8 18 9 -0.01 0.05 -0.06 -0.21 0.18 0.19
9 27 13.5 0.01 -0.02 -0.18 -2.37 -0.29 1.31
10 27 13.5 -0.01 -0.07 -0.13 -1.22 0.26 -0.31
11 27 13.5 0.01 0.02 -0.18 -2.37 -0.29 -1.31
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 -0.01 0.07 -0.13 -1.22 0.26 0.31
13 36 18 0.02 -0.04 -0.48 -8.6 -0.65 3.53
14 36 18 -0.02 -0.16 -0.39 -5.93 0.61 -0.88
15 36 18 0.02 0.04 -0.48 -8.6 -0.65 -3.53
16 36 18 -0.02 0.16 -0.39 -5.93 0.61 0.88
17 40 20 0.02 -0.06 -0.68 -13.44 -0.84 4.95
18 40 20 -0.02 -0.2 -0.57 -9.94 0.8 -1.25
19 40 20 0.02 0.06 -0.68 -13.44 -0.84 -4.95
20 40 20 -0.02 0.2 -0.57 -9.94 0.8 1.25
Total 0.02 0 -5.4 -86.04 -0.45 0

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 135
Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 0.84 10.48 1.2 0.6 915.5 0.47
2 1 38 4 0.25 1 0 0.84 10.4 1.2 1.2 901 0.92
3 1 33.75 4.5 0.25 1.125 0 0.84 10.27 1.2 1.35 878.8 1.01
2 29.25 4.5 0.25 1.125 0 0.84 10.11 1.2 1.35 852.7 0.98
4 1 24.75 4.5 0.25 1.125 0 0.84 9.94 1.2 1.35 823.2 0.94
2 20.25 4.5 0.25 1.125 0 0.84 9.73 1.2 1.35 789.2 0.91
5 1 15.75 4.5 0.25 1.125 0 0.84 9.48 1.2 1.35 748.5 0.86
2 11.25 4.5 0.25 1.125 0 0.84 9.15 1.2 1.35 697.3 0.8
6 1 6.75 4.5 0.25 1.125 0 0.84 8.67 1.2 1.35 626.2 0.72
2 2.25 4.5 0.25 1.125 0 0.84 8.32 1.2 1.35 577.5 0.66
Total 13.05 --- 8.62

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.443 0 915.5 135 0.34

2 36 To 40 38 1 1.608 0.456 0.886 0 901 135 0.68
3 31.5 To 36 33.75 1 1.809 0.513 0.996 0 878.8 135 0.74
4 27 To 31.5 29.25 1 1.809 0.513 0.996 0 852.7 135 0.72
5 22.5 To 27 24.75 1 1.809 0.513 0.996 0 823.2 135 0.7
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.996 0 789.2 135 0.67

7 13.5 To 18 15.75 1 1.809 0.513 0.996 0 748.5 135 0.63
8 9 To 13.5 11.25 1 1.809 0.513 0.996 0 697.3 135 0.59
9 4.5 To 9 6.75 1 1.809 0.513 0.996 0 626.2 135 0.53
10 0 To 4.5 2.25 1 1.809 0.513 0.996 0 577.5 135 0.49
Total 9.3 --- --- --- 6.1

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0.24 0 -0.24 -9.99 -9.99 0.07

2 38 0.48 0 -0.48 -18.23 -18.23 0.14
3 33.75 0.53 0 -0.53 -17.76 -17.76 0.16
4 29.25 0.51 0 -0.51 -14.94 -14.94 0.15
5 24.75 0.49 0 -0.49 -12.2 -12.2 0.15
6 20.25 0.47 0 -0.47 -9.57 -9.57 0.14
7 15.75 0.45 0 -0.45 -7.06 -7.06 0.13
8 11.25 0.42 0 -0.42 -4.7 -4.7 0.13
9 6.75 0.38 0 -0.38 -2.53 -2.53 0.11
10 2.25 0.35 0 -0.35 -0.78 -0.78 0.1
Total 4.31 0 -4.31 -97.76 -97.76 1.29

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.7 0 920.2 105 0.55

2 42 42 1 1.815 0.62 1.735 0 920.2 15 1.36
3 42 42 1 1.815 0.62 1.217 0 920.2 135 0.95
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.39 0 -0.39 -16.26 -16.26 0.31

2 42 0.96 0 -0.96 -40.3 -40.3 -0.21
3 42 0.67 0 -0.67 -28.28 -28.28 -0.4
Total 2.02 0 -2.02 -84.84 -84.84 -0.29

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.336 0 920.2 105 0.26

2 42 42 1 0.034 0.358 0.056 0 920.2 15 0.04
3 42 42 1 0.034 0.358 0.196 0 920.2 135 0.15
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.19 0 -0.19 -7.8 -7.8 0.1

2 42 0.03 0 -0.03 -1.29 -1.29 0
3 42 0.11 0 -0.11 -4.55 -4.55 -0.04
Total 0.32 0 -0.32 -13.64 -13.64 0.05

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 105 -0.44 0.57 0.11 -1.55 1.98 0.95
2 44 44 1200 1.131 0 929.3 345 1.26 -0.14 0.04 1.12 -0.12 0.04

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 2.33 0 -0.95 0 0.95 0 -37.8 -93.24 1.99

2 44 0.91 0 -0.67 0 0.04 0 -29.34 -40.06 -0.02
Total 3.24 0 -1.61 --- --- --- -67.14 -133.3 1.97

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.219 0 910.8 105 0.17

2 44 44 1 0.034 0.234 0.048 0 929.3 15 0.04
Total 0.266 --- --- --- 0.21

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0.12 0 -0.12 -4.79 -4.79 0.06

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0.03 0 -0.03 -1.17 -1.17 0

Total 0.15 0 -0.15 -5.96 -5.96 0.06

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 64.61 577.5 0.07
2 9 4.5 8 1.2 17.493 137.95 577.5 0.04
3 9 4.5 8 1.2 17.493 115.39 577.5 0.07
4 9 4.5 8 1.2 17.493 42.05 577.5 0.04
5 18 9 8 1.2 23.431 71.33 665.3 0.11
6 18 9 8 1.2 23.431 123.67 665.3 0.09
7 18 9 8 1.2 23.431 108.67 665.3 0.11
8 18 9 8 1.2 23.431 56.33 665.3 0.09
9 27 13.5 8 1.2 30.887 75.95 724.6 0.17
10 27 13.5 8 1.2 30.887 114.87 724.6 0.15
11 27 13.5 8 1.2 30.887 104.05 724.6 0.17
12 27 13.5 8 1.2 30.887 65.13 724.6 0.15
13 36 18 16 1.2 39 78.91 769.9 0.47
14 36 18 16 1.2 39 109.46 769.9 0.44
15 36 18 16 1.2 39 101.09 769.9 0.47
16 36 18 16 1.2 39 70.54 769.9 0.44
17 40 20 20 1.2 42.72 79.89 787.1 0.66
18 40 20 20 1.2 42.72 107.7 787.1 0.62
19 40 20 20 1.2 42.72 100.11 787.1 0.66
20 40 20 20 1.2 42.72 72.3 787.1 0.62

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0.03 0.02 -0.06 -0.3 0 0.48
2 9 4.5 0.03 -0.02 -0.01 0.13 -0.09 0.21
3 9 4.5 0.03 -0.02 -0.06 -0.3 0 -0.48
4 9 4.5 0.03 0.02 -0.01 0.13 -0.09 -0.21
5 18 9 0.06 0.03 -0.09 -0.88 -0.34 0.78
6 18 9 0.07 -0.05 -0.04 -0.02 -0.5 0.4
7 18 9 0.06 -0.03 -0.09 -0.88 -0.34 -0.78
8 18 9 0.07 0.05 -0.04 -0.02 -0.5 -0.4
9 27 13.5 0.11 0.04 -0.13 -1.84 -1.15 1.15
10 27 13.5 0.11 -0.06 -0.08 -0.7 -1.35 0.62
11 27 13.5 0.11 -0.04 -0.13 -1.84 -1.15 -1.15
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0.11 0.06 -0.08 -0.7 -1.35 -0.62
13 36 18 0.31 0.09 -0.35 -6.45 -4.88 3.12
14 36 18 0.31 -0.14 -0.27 -3.82 -5.33 1.73
15 36 18 0.31 -0.09 -0.35 -6.45 -4.88 -3.12
16 36 18 0.31 0.14 -0.27 -3.82 -5.33 -1.73
17 40 20 0.44 0.11 -0.49 -9.98 -7.94 4.39
18 40 20 0.44 -0.19 -0.39 -6.55 -8.52 2.45
19 40 20 0.44 -0.11 -0.49 -9.98 -7.94 -4.39
20 40 20 0.44 0.19 -0.39 -6.55 -8.52 -2.45
Total 3.79 0 -3.82 -60.82 -60.19 0

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 180
Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 0.07 10.48 0.6 0.3 915.5 0.23
2 1 38 4 0.25 1 0 0.07 10.4 0.6 0.6 901 0.46
3 1 33.75 4.5 0.25 1.125 0 0.07 10.27 0.6 0.675 878.8 0.5
2 29.25 4.5 0.25 1.125 0 0.07 10.11 0.6 0.675 852.7 0.49
4 1 24.75 4.5 0.25 1.125 0 0.07 9.94 0.6 0.675 823.2 0.47
2 20.25 4.5 0.25 1.125 0 0.07 9.73 0.6 0.675 789.2 0.45
5 1 15.75 4.5 0.25 1.125 0 0.07 9.48 0.6 0.675 748.5 0.43
2 11.25 4.5 0.25 1.125 0 0.07 9.15 0.6 0.675 697.3 0.4
6 1 6.75 4.5 0.25 1.125 0 0.07 8.67 0.6 0.679 626.2 0.36
2 2.25 4.5 0.25 1.125 0 0.07 8.32 0.63 0.707 577.5 0.35
Total 6.786 --- 4.5

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0 0 915.5 180 0

2 36 To 40 38 1 1.608 0.456 0 0 901 180 0
3 31.5 To 36 33.75 1 1.809 0.513 0 0 878.8 180 0
4 27 To 31.5 29.25 1 1.809 0.513 0 0 852.7 180 0
5 22.5 To 27 24.75 1 1.809 0.513 0 0 823.2 180 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0 0 789.2 180 0

7 13.5 To 18 15.75 1 1.809 0.513 0 0 748.5 180 0
8 9 To 13.5 11.25 1 1.809 0.513 0 0 697.3 180 0
9 4.5 To 9 6.75 1 1.809 0.513 0 0 626.2 180 0
10 0 To 4.5 2.25 1 1.809 0.513 0 0 577.5 180 0
Total 0 --- --- --- 0

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0 0 0 0 0 0
2 38 0 0 0 0 0 0
3 33.75 0 0 0 0 0 0
4 29.25 0 0 0 0 0 0
5 24.75 0 0 0 0 0 0
6 20.25 0 0 0 0 0 0
7 15.75 0 0 0 0 0 0
8 11.25 0 0 0 0 0 0
9 6.75 0 0 0 0 0 0
10 2.25 0 0 0 0 0 0
Total 0 0 0 0 0 0

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.516 0 920.2 150 1.19

2 42 42 1 1.815 0.62 1.516 0 920.2 30 1.19
3 42 42 1 1.815 0.62 0.62 0 920.2 90 0.48
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 1.19 0 0 0 -49.8 0.35

2 42 1.19 0 0 0 -49.8 0.35
3 42 0.48 0 0 0 -20.37 -0.29
Total 2.86 0 0 0 -119.98 0.42

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.115 0 920.2 150 0.09

2 42 42 1 0.034 0.358 0.115 0 920.2 30 0.09
3 42 42 1 0.034 0.358 0.358 0 920.2 90 0.28
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.09 0 0 0 -3.77 0.02

2 42 0.09 0 0 0 -3.77 0.02
3 42 0.28 0 0 0 -11.74 -0.11
Total 0.46 0 0 0 -19.28 -0.07

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 150 -0.96 0.18 0.06 -3.35 0.62 0.52
2 44 44 1200 1.131 0 929.3 30 1.21 0.23 -0.05 1.08 0.21 -0.06

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 3.21 0 1.14 0 0.52 0 45.71 -128.42 0.84

2 44 1.04 0 -0.36 0 -0.06 0 -15.82 -45.83 0.05
Total 4.25 0 0.78 --- --- --- 29.89 -174.25 0.9

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.059 0 910.8 150 0.05

2 44 44 1 0.034 0.234 0.084 0 929.3 30 0.07
Total 0.143 --- --- --- 0.11

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0.05 0 0 0 -1.82 0.01

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0.07 0 0 0 -2.92 0.01

Total 0.11 0 0 0 -4.74 0.02

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 34.08 577.5 0.03
2 9 4.5 8 1.2 17.493 102.82 577.5 0.08
3 9 4.5 8 1.2 17.493 145.92 577.5 0.03
4 9 4.5 8 1.2 17.493 77.18 577.5 0.08
5 18 9 8 1.2 23.431 51.8 665.3 0.08
6 18 9 8 1.2 23.431 99.54 665.3 0.12
7 18 9 8 1.2 23.431 128.2 665.3 0.08
8 18 9 8 1.2 23.431 80.46 665.3 0.12
9 27 13.5 8 1.2 30.887 62.02 724.6 0.14
10 27 13.5 8 1.2 30.887 97.22 724.6 0.18
11 27 13.5 8 1.2 30.887 117.98 724.6 0.14
12 27 13.5 8 1.2 30.887 82.78 724.6 0.18
13 36 18 16 1.2 39 68.19 769.9 0.42
14 36 18 16 1.2 39 95.71 769.9 0.49
15 36 18 16 1.2 39 111.81 769.9 0.42
16 36 18 16 1.2 39 84.29 769.9 0.49
17 40 20 20 1.2 42.72 70.17 787.1 0.61
18 40 20 20 1.2 42.72 95.21 787.1 0.68
19 40 20 20 1.2 42.72 109.83 787.1 0.61
20 40 20 20 1.2 42.72 84.79 787.1 0.68

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0.01 0.02 -0.01 -0.08 0.08 0.09
2 9 4.5 0.08 -0.01 0.01 0.13 -0.33 0.58
3 9 4.5 0.01 -0.02 -0.01 -0.08 0.08 -0.09
4 9 4.5 0.08 0.01 0.01 0.13 -0.33 -0.58
5 18 9 0.06 0.05 -0.01 -0.18 -0.21 0.19
6 18 9 0.12 -0.02 0.01 0.23 -1.07 0.91
7 18 9 0.06 -0.05 -0.01 -0.18 -0.21 -0.19
8 18 9 0.12 0.02 0.01 0.23 -1.07 -0.91
9 27 13.5 0.13 0.07 -0.01 -0.26 -1.22 0.31
10 27 13.5 0.18 -0.02 0.01 0.29 -2.37 1.31
11 27 13.5 0.13 -0.07 -0.01 -0.26 -1.22 -0.31
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0.18 0.02 0.01 0.29 -2.37 -1.31
13 36 18 0.39 0.16 -0.02 -0.61 -5.93 0.88
14 36 18 0.48 -0.04 0.02 0.65 -8.6 3.53
15 36 18 0.39 -0.16 -0.02 -0.61 -5.93 -0.88
16 36 18 0.48 0.04 0.02 0.65 -8.6 -3.53
17 40 20 0.57 0.2 -0.02 -0.8 -9.94 1.25
18 40 20 0.68 -0.06 0.02 0.84 -13.44 4.95
19 40 20 0.57 -0.2 -0.02 -0.8 -9.94 -1.25
20 40 20 0.68 0.06 0.02 0.84 -13.44 -4.95
Total 5.4 0 0.02 0.45 -86.04 0

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 225
Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 0.84 10.48 1.2 0.6 915.5 0.47
2 1 38 4 0.25 1 0 0.84 10.4 1.2 1.2 901 0.92
3 1 33.75 4.5 0.25 1.125 0 0.84 10.27 1.2 1.35 878.8 1.01
2 29.25 4.5 0.25 1.125 0 0.84 10.11 1.2 1.35 852.7 0.98
4 1 24.75 4.5 0.25 1.125 0 0.84 9.94 1.2 1.35 823.2 0.94
2 20.25 4.5 0.25 1.125 0 0.84 9.73 1.2 1.35 789.2 0.91
5 1 15.75 4.5 0.25 1.125 0 0.84 9.48 1.2 1.35 748.5 0.86
2 11.25 4.5 0.25 1.125 0 0.84 9.15 1.2 1.35 697.3 0.8
6 1 6.75 4.5 0.25 1.125 0 0.84 8.67 1.2 1.35 626.2 0.72
2 2.25 4.5 0.25 1.125 0 0.84 8.32 1.2 1.35 577.5 0.66
Total 13.05 --- 8.62

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.443 0 915.5 135 0.34

2 36 To 40 38 1 1.608 0.456 0.886 0 901 135 0.68
3 31.5 To 36 33.75 1 1.809 0.513 0.996 0 878.8 135 0.74
4 27 To 31.5 29.25 1 1.809 0.513 0.996 0 852.7 135 0.72
5 22.5 To 27 24.75 1 1.809 0.513 0.996 0 823.2 135 0.7
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.996 0 789.2 135 0.67

7 13.5 To 18 15.75 1 1.809 0.513 0.996 0 748.5 135 0.63
8 9 To 13.5 11.25 1 1.809 0.513 0.996 0 697.3 135 0.59
9 4.5 To 9 6.75 1 1.809 0.513 0.996 0 626.2 135 0.53
10 0 To 4.5 2.25 1 1.809 0.513 0.996 0 577.5 135 0.49
Total 9.3 --- --- --- 6.1

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0.24 0 0.24 9.99 -9.99 -0.07

2 38 0.48 0 0.48 18.23 -18.23 -0.14
3 33.75 0.53 0 0.53 17.76 -17.76 -0.16
4 29.25 0.51 0 0.51 14.94 -14.94 -0.15
5 24.75 0.49 0 0.49 12.2 -12.2 -0.15
6 20.25 0.47 0 0.47 9.57 -9.57 -0.14
7 15.75 0.45 0 0.45 7.06 -7.06 -0.13
8 11.25 0.42 0 0.42 4.7 -4.7 -0.13
9 6.75 0.38 0 0.38 2.53 -2.53 -0.11
10 2.25 0.35 0 0.35 0.78 -0.78 -0.1
Total 4.31 0 4.31 97.76 -97.76 -1.29

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.735 0 920.2 165 1.36

2 42 42 1 1.815 0.62 0.7 0 920.2 75 0.55
3 42 42 1 1.815 0.62 1.217 0 920.2 45 0.95
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.96 0 0.96 40.3 -40.3 -0.21

2 42 0.39 0 0.39 16.26 -16.26 0.31
3 42 0.67 0 0.67 28.28 -28.28 -0.4
Total 2.02 0 2.02 84.84 -84.84 -0.29

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.056 0 920.2 165 0.04

2 42 42 1 0.034 0.358 0.336 0 920.2 75 0.26
3 42 42 1 0.034 0.358 0.196 0 920.2 45 0.15
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.03 0 0.03 1.29 -1.29 0

2 42 0.19 0 0.19 7.8 -7.8 0.1
3 42 0.11 0 0.11 4.55 -4.55 -0.04
Total 0.32 0 0.32 13.64 -13.64 0.05

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 195 -0.98 -0.12 -0.03 -3.45 -0.43 -0.28
2 44 44 1200 1.131 0 929.3 75 0.47 0.53 0.05 0.42 0.47 0.05

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 2.77 0 2.1 0 -0.28 0 83.88 -110.81 -0.51

2 44 0.6 0 0.2 0 0.05 0 8.73 -26.49 0.3
Total 3.37 0 2.3 --- --- --- 92.61 -137.3 -0.21

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.016 0 910.8 165 0.01

2 44 44 1 0.034 0.234 0.22 0 929.3 75 0.17
Total 0.236 --- --- --- 0.19

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0.01 0 0.01 0.34 -0.34 0

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0.12 0 0.12 5.41 -5.41 0.06

Total 0.13 0 0.13 5.76 -5.76 0.06

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 42.05 577.5 0.04
2 9 4.5 8 1.2 17.493 64.61 577.5 0.07
3 9 4.5 8 1.2 17.493 137.95 577.5 0.04
4 9 4.5 8 1.2 17.493 115.39 577.5 0.07
5 18 9 8 1.2 23.431 56.33 665.3 0.09
6 18 9 8 1.2 23.431 71.33 665.3 0.11
7 18 9 8 1.2 23.431 123.67 665.3 0.09
8 18 9 8 1.2 23.431 108.67 665.3 0.11
9 27 13.5 8 1.2 30.887 65.13 724.6 0.15
10 27 13.5 8 1.2 30.887 75.95 724.6 0.17
11 27 13.5 8 1.2 30.887 114.87 724.6 0.15
12 27 13.5 8 1.2 30.887 104.05 724.6 0.17
13 36 18 16 1.2 39 70.54 769.9 0.44
14 36 18 16 1.2 39 78.91 769.9 0.47
15 36 18 16 1.2 39 109.46 769.9 0.44
16 36 18 16 1.2 39 101.09 769.9 0.47
17 40 20 20 1.2 42.72 72.3 787.1 0.62
18 40 20 20 1.2 42.72 79.89 787.1 0.66
19 40 20 20 1.2 42.72 107.7 787.1 0.62
20 40 20 20 1.2 42.72 100.11 787.1 0.66

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0.01 0.02 0.03 0.09 0.13 -0.21
2 9 4.5 0.06 0.02 0.03 0 -0.3 0.48
3 9 4.5 0.01 -0.02 0.03 0.09 0.13 0.21
4 9 4.5 0.06 -0.02 0.03 0 -0.3 -0.48
5 18 9 0.04 0.05 0.07 0.5 -0.02 -0.4
6 18 9 0.09 0.03 0.06 0.34 -0.88 0.78
7 18 9 0.04 -0.05 0.07 0.5 -0.02 0.4
8 18 9 0.09 -0.03 0.06 0.34 -0.88 -0.78
9 27 13.5 0.08 0.06 0.11 1.35 -0.7 -0.62
10 27 13.5 0.13 0.04 0.11 1.15 -1.84 1.15
11 27 13.5 0.08 -0.06 0.11 1.35 -0.7 0.62
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0.13 -0.04 0.11 1.15 -1.84 -1.15
13 36 18 0.27 0.14 0.31 5.33 -3.82 -1.73
14 36 18 0.35 0.09 0.31 4.88 -6.45 3.12
15 36 18 0.27 -0.14 0.31 5.33 -3.82 1.73
16 36 18 0.35 -0.09 0.31 4.88 -6.45 -3.12
17 40 20 0.39 0.19 0.44 8.52 -6.55 -2.45
18 40 20 0.49 0.11 0.44 7.94 -9.98 4.39
19 40 20 0.39 -0.19 0.44 8.52 -6.55 2.45
20 40 20 0.49 -0.11 0.44 7.94 -9.98 -4.39
Total 3.82 0 3.79 60.19 -60.82 0

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 270
Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 0.3 10.48 1.2 0.6 915.5 0.47
2 1 38 4 0.25 1 0 0.3 10.4 1.2 1.2 901 0.92
3 1 33.75 4.5 0.25 1.125 0 0.3 10.27 1.2 1.35 878.8 1.01
2 29.25 4.5 0.25 1.125 0 0.3 10.11 1.2 1.35 852.7 0.98
4 1 24.75 4.5 0.25 1.125 0 0.3 9.94 1.2 1.35 823.2 0.94
2 20.25 4.5 0.25 1.125 0 0.3 9.73 1.2 1.35 789.2 0.91
5 1 15.75 4.5 0.25 1.125 0 0.3 9.48 1.2 1.35 748.5 0.86
2 11.25 4.5 0.25 1.125 0 0.3 9.15 1.2 1.35 697.3 0.8
6 1 6.75 4.5 0.25 1.125 0 0.3 8.67 1.2 1.35 626.2 0.72
2 2.25 4.5 0.25 1.125 0 0.3 8.32 1.2 1.35 577.5 0.66
Total 13.05 --- 8.62

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.228 0 915.5 90 0.18

2 36 To 40 38 1 1.608 0.456 0.456 0 901 90 0.35
3 31.5 To 36 33.75 1 1.809 0.513 0.513 0 878.8 90 0.38
4 27 To 31.5 29.25 1 1.809 0.513 0.513 0 852.7 90 0.37
5 22.5 To 27 24.75 1 1.809 0.513 0.513 0 823.2 90 0.36
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.513 0 789.2 90 0.34

7 13.5 To 18 15.75 1 1.809 0.513 0.513 0 748.5 90 0.33
8 9 To 13.5 11.25 1 1.809 0.513 0.513 0 697.3 90 0.3
9 4.5 To 9 6.75 1 1.809 0.513 0.513 0 626.2 90 0.27
10 0 To 4.5 2.25 1 1.809 0.513 0.513 0 577.5 90 0.25
Total 4.788 --- --- --- 3.14

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0 0 0.18 7.27 0 -0.05

2 38 0 0 0.35 13.27 0 -0.1
3 33.75 0 0 0.38 12.93 0 -0.11
4 29.25 0 0 0.37 10.88 0 -0.11
5 24.75 0 0 0.36 8.88 0 -0.11
6 20.25 0 0 0.34 6.97 0 -0.1
7 15.75 0 0 0.33 5.14 0 -0.1
8 11.25 0 0 0.3 3.42 0 -0.09
9 6.75 0 0 0.27 1.84 0 -0.08
10 2.25 0 0 0.25 0.57 0 -0.08
Total 0 0 3.14 71.18 0 -0.94

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.919 0 920.2 120 0.72

2 42 42 1 1.815 0.62 0.919 0 920.2 120 0.72
3 42 42 1 1.815 0.62 1.815 0 920.2 0 1.42
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 0.72 30.18 0 -0.37

2 42 0 0 0.72 30.18 0 0.37
3 42 0 0 1.42 59.62 0 0
Total 0 0 2.86 119.98 0 0

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.277 0 920.2 120 0.22

2 42 42 1 0.034 0.358 0.277 0 920.2 120 0.22
3 42 42 1 0.034 0.358 0.034 0 920.2 0 0.03
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 0.22 9.09 0 -0.07

2 42 0 0 0.22 9.09 0 0.07
3 42 0 0 0.03 1.11 0 0
Total 0 0 0.46 19.28 0 0

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 240 -0.71 -0.44 -0.1 -2.49 -1.53 -0.87
2 44 44 1200 1.131 0 929.3 120 -0.71 0.44 0.1 -0.64 0.39 0.11

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 1.39 0 2.57 0 -0.87 0 102.87 -55.6 -1.68

2 44 -0.35 0 0.66 0 0.11 0 28.86 15.6 0.32
Total 1.04 0 3.23 --- --- --- 131.74 -40 -1.36

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.176 0 910.8 120 0.14

2 44 44 1 0.034 0.234 0.184 0 929.3 120 0.15
Total 0.36 --- --- --- 0.28

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0 0 0.14 5.45 0 -0.04

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0 0 0.15 6.39 0 0.05

Total 0 0 0.28 11.84 0 0

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 77.18 577.5 0.08
2 9 4.5 8 1.2 17.493 34.08 577.5 0.03
3 9 4.5 8 1.2 17.493 102.82 577.5 0.08
4 9 4.5 8 1.2 17.493 145.92 577.5 0.03
5 18 9 8 1.2 23.431 80.46 665.3 0.12
6 18 9 8 1.2 23.431 51.8 665.3 0.08
7 18 9 8 1.2 23.431 99.54 665.3 0.12
8 18 9 8 1.2 23.431 128.2 665.3 0.08
9 27 13.5 8 1.2 30.887 82.78 724.6 0.18
10 27 13.5 8 1.2 30.887 62.02 724.6 0.14
11 27 13.5 8 1.2 30.887 97.22 724.6 0.18
12 27 13.5 8 1.2 30.887 117.98 724.6 0.14
13 36 18 16 1.2 39 84.29 769.9 0.49
14 36 18 16 1.2 39 68.19 769.9 0.42
15 36 18 16 1.2 39 95.71 769.9 0.49
16 36 18 16 1.2 39 111.81 769.9 0.42
17 40 20 20 1.2 42.72 84.79 787.1 0.68
18 40 20 20 1.2 42.72 70.17 787.1 0.61
19 40 20 20 1.2 42.72 95.21 787.1 0.68
20 40 20 20 1.2 42.72 109.83 787.1 0.61

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 -0.01 0.01 0.08 0.33 0.13 -0.58
2 9 4.5 0.01 0.02 0.01 -0.08 -0.08 0.09
3 9 4.5 -0.01 -0.01 0.08 0.33 0.13 0.58
4 9 4.5 0.01 -0.02 0.01 -0.08 -0.08 -0.09
5 18 9 -0.01 0.02 0.12 1.07 0.23 -0.91
6 18 9 0.01 0.05 0.06 0.21 -0.18 0.19
7 18 9 -0.01 -0.02 0.12 1.07 0.23 0.91
8 18 9 0.01 -0.05 0.06 0.21 -0.18 -0.19
9 27 13.5 -0.01 0.02 0.18 2.37 0.29 -1.31
10 27 13.5 0.01 0.07 0.13 1.22 -0.26 0.31
11 27 13.5 -0.01 -0.02 0.18 2.37 0.29 1.31
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0.01 -0.07 0.13 1.22 -0.26 -0.31
13 36 18 -0.02 0.04 0.48 8.6 0.65 -3.53
14 36 18 0.02 0.16 0.39 5.93 -0.61 0.88
15 36 18 -0.02 -0.04 0.48 8.6 0.65 3.53
16 36 18 0.02 -0.16 0.39 5.93 -0.61 -0.88
17 40 20 -0.02 0.06 0.68 13.44 0.84 -4.95
18 40 20 0.02 0.2 0.57 9.94 -0.8 1.25
19 40 20 -0.02 -0.06 0.68 13.44 0.84 4.95
20 40 20 0.02 -0.2 0.57 9.94 -0.8 -1.25
Total -0.02 0 5.4 86.04 0.45 0

Wind Calculation Of Basic Design Wind Speed 36.11 m/s Dir. 315
Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 10.54 0.6 0.45 927 0.35
2 41 2 0.25 0.5 0 0.97 10.48 1.2 0.6 915.5 0.47
2 1 38 4 0.25 1 0 0.97 10.4 1.2 1.2 901 0.92
3 1 33.75 4.5 0.25 1.125 0 0.97 10.27 1.2 1.35 878.8 1.01
2 29.25 4.5 0.25 1.125 0 0.97 10.11 1.2 1.35 852.7 0.98
4 1 24.75 4.5 0.25 1.125 0 0.97 9.94 1.2 1.35 823.2 0.94
2 20.25 4.5 0.25 1.125 0 0.97 9.73 1.2 1.35 789.2 0.91
5 1 15.75 4.5 0.25 1.125 0 0.97 9.48 1.2 1.35 748.5 0.86
2 11.25 4.5 0.25 1.125 0 0.97 9.15 1.2 1.35 697.3 0.8
6 1 6.75 4.5 0.25 1.125 0 0.97 8.67 1.2 1.35 626.2 0.72
2 2.25 4.5 0.25 1.125 0 0.97 8.32 1.2 1.35 577.5 0.66
Total 13.05 --- 8.62

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.516 0 915.5 45 0.4

2 36 To 40 38 1 1.608 0.456 1.032 0 901 45 0.79
3 31.5 To 36 33.75 1 1.809 0.513 1.161 0 878.8 45 0.87
4 27 To 31.5 29.25 1 1.809 0.513 1.161 0 852.7 45 0.84
5 22.5 To 27 24.75 1 1.809 0.513 1.161 0 823.2 45 0.81
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 1.161 0 789.2 45 0.78

7 13.5 To 18 15.75 1 1.809 0.513 1.161 0 748.5 45 0.74
8 9 To 13.5 11.25 1 1.809 0.513 1.161 0 697.3 45 0.69
9 4.5 To 9 6.75 1 1.809 0.513 1.161 0 626.2 45 0.62
10 0 To 4.5 2.25 1 1.809 0.513 1.161 0 577.5 45 0.57
Total 10.836 --- --- --- 7.11

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 -0.28 0 0.28 11.64 11.64 -0.09

2 38 -0.56 0 0.56 21.24 21.24 -0.17
3 33.75 -0.61 0 0.61 20.7 20.7 -0.18
4 29.25 -0.6 0 0.6 17.4 17.4 -0.18
5 24.75 -0.57 0 0.57 14.22 14.22 -0.17
6 20.25 -0.55 0 0.55 11.15 11.15 -0.17
7 15.75 -0.52 0 0.52 8.23 8.23 -0.16
8 11.25 -0.49 0 0.49 5.47 5.47 -0.15
9 6.75 -0.44 0 0.44 2.95 2.95 -0.13
10 2.25 -0.4 0 0.4 0.91 0.91 -0.12
Total -5.03 0 5.03 113.91 113.91 -1.51

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.7 0 920.2 75 0.55

2 42 42 1 1.815 0.62 1.735 0 920.2 165 1.36
3 42 42 1 1.815 0.62 1.217 0 920.2 45 0.95
Total 3.652 --- --- --- 2.86

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.39 0 0.39 16.26 16.26 -0.31

2 42 -0.96 0 0.96 40.3 40.3 0.21
3 42 -0.67 0 0.67 28.28 28.28 0.4
Total -2.02 0 2.02 84.84 84.84 0.29

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.336 0 920.2 75 0.26

2 42 42 1 0.034 0.358 0.056 0 920.2 165 0.04
3 42 42 1 0.034 0.358 0.196 0 920.2 45 0.15
Total 0.587 --- --- --- 0.46

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.19 0 0.19 7.8 7.8 -0.1

2 42 -0.03 0 0.03 1.29 1.29 0
3 42 -0.11 0 0.11 4.55 4.55 0.04
Total -0.32 0 0.32 13.64 13.64 -0.05

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 910.8 285 0.47 -0.53 -0.05 1.66 -1.85 -0.39
2 44 44 1200 1.131 0 929.3 165 -0.98 0.12 0.03 -0.88 0.11 0.04

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -2.36 0 0.78 0 -0.39 0 31.11 94.42 -1.36

2 44 -0.71 0 0.53 0 0.04 0 23.54 31.09 0.09
Total -3.07 0 1.31 --- --- --- 54.64 125.51 -1.27

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.235 0.219 0 910.8 75 0.17

2 44 44 1 0.034 0.234 0.048 0 929.3 165 0.04
Total 0.266 --- --- --- 0.21

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 -0.12 0 0.12 4.79 4.79 -0.06

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 -0.03 0 0.03 1.17 1.17 0

Total -0.15 0 0.15 5.96 5.96 -0.06

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 115.39 577.5 0.07
2 9 4.5 8 1.2 17.493 42.05 577.5 0.04
3 9 4.5 8 1.2 17.493 64.61 577.5 0.07
4 9 4.5 8 1.2 17.493 137.95 577.5 0.04
5 18 9 8 1.2 23.431 108.67 665.3 0.11
6 18 9 8 1.2 23.431 56.33 665.3 0.09
7 18 9 8 1.2 23.431 71.33 665.3 0.11
8 18 9 8 1.2 23.431 123.67 665.3 0.09
9 27 13.5 8 1.2 30.887 104.05 724.6 0.17
10 27 13.5 8 1.2 30.887 65.13 724.6 0.15
11 27 13.5 8 1.2 30.887 75.95 724.6 0.17
12 27 13.5 8 1.2 30.887 114.87 724.6 0.15
13 36 18 16 1.2 39 101.09 769.9 0.47
14 36 18 16 1.2 39 70.54 769.9 0.44
15 36 18 16 1.2 39 78.91 769.9 0.47
16 36 18 16 1.2 39 109.46 769.9 0.44
17 40 20 20 1.2 42.72 100.11 787.1 0.66
18 40 20 20 1.2 42.72 72.3 787.1 0.62
19 40 20 20 1.2 42.72 79.89 787.1 0.66
20 40 20 20 1.2 42.72 107.7 787.1 0.62

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 -0.03 -0.02 0.06 0.3 0 -0.48
2 9 4.5 -0.03 0.02 0.01 -0.13 0.09 -0.21
3 9 4.5 -0.03 0.02 0.06 0.3 0 0.48
4 9 4.5 -0.03 -0.02 0.01 -0.13 0.09 0.21
5 18 9 -0.06 -0.03 0.09 0.88 0.34 -0.78
6 18 9 -0.07 0.05 0.04 0.02 0.5 -0.4
7 18 9 -0.06 0.03 0.09 0.88 0.34 0.78
8 18 9 -0.07 -0.05 0.04 0.02 0.5 0.4
9 27 13.5 -0.11 -0.04 0.13 1.84 1.15 -1.15
10 27 13.5 -0.11 0.06 0.08 0.7 1.35 -0.62
11 27 13.5 -0.11 0.04 0.13 1.84 1.15 1.15
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 -0.11 -0.06 0.08 0.7 1.35 0.62
13 36 18 -0.31 -0.09 0.35 6.45 4.88 -3.12
14 36 18 -0.31 0.14 0.27 3.82 5.33 -1.73
15 36 18 -0.31 0.09 0.35 6.45 4.88 3.12
16 36 18 -0.31 -0.14 0.27 3.82 5.33 1.73
17 40 20 -0.44 -0.11 0.49 9.98 7.94 -4.39
18 40 20 -0.44 0.19 0.39 6.55 8.52 -2.45
19 40 20 -0.44 0.11 0.49 9.98 7.94 4.39
20 40 20 -0.44 -0.19 0.39 6.55 8.52 2.45
Total -3.79 0 3.82 60.82 60.19 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 0

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 1.07 7.26 1.2 0.6 438.8 0.22
2 1 38 4 0.25 1 0 1.07 7.2 1.2 1.2 431.8 0.44
3 1 33.75 4.5 0.25 1.125 0 1.07 7.11 1.2 1.35 421.2 0.48
2 29.25 4.5 0.25 1.125 0 1.07 7 1.2 1.35 408.7 0.47
4 1 24.75 4.5 0.25 1.125 0 1.07 6.88 1.2 1.35 394.6 0.45
2 20.25 4.5 0.25 1.125 0 1.07 6.74 1.2 1.35 378.3 0.43
5 1 15.75 4.5 0.25 1.125 0 1.07 6.56 1.2 1.35 358.8 0.41
2 11.25 4.5 0.25 1.125 0 1.07 6.33 1.2 1.35 334.2 0.38
6 1 6.75 4.5 0.25 1.125 0 1.07 6 1.2 1.35 300.1 0.34
2 2.25 4.5 0.25 1.125 0 1.07 5.76 1.2 1.35 276.8 0.32
Total 13.137 --- 4.16

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.804 0 438.8 0 0.3

2 36 To 40 38 1 1.608 0.456 1.608 0 431.8 0 0.59
3 31.5 To 36 33.75 1 1.809 0.513 1.809 0 421.2 0 0.65
4 27 To 31.5 29.25 1 1.809 0.513 1.809 0 408.7 0 0.63
5 22.5 To 27 24.75 1 1.809 0.513 1.809 0 394.6 0 0.61
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 1.809 0 378.3 0 0.58

7 13.5 To 18 15.75 1 1.809 0.513 1.809 0 358.8 0 0.55
8 9 To 13.5 11.25 1 1.809 0.513 1.809 0 334.2 0 0.51
9 4.5 To 9 6.75 1 1.809 0.513 1.809 0 300.1 0 0.46
10 0 To 4.5 2.25 1 1.809 0.513 1.809 0 276.8 0 0.43
Total 16.884 --- --- --- 5.31

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 -0.3 0 0 0 12.3 0
2 38 -0.59 0 0 0 22.43 0
3 33.75 -0.65 0 0 0 21.86 0
4 29.25 -0.63 0 0 0 18.38 0
5 24.75 -0.61 0 0 0 15.02 0
6 20.25 -0.58 0 0 0 11.78 0
7 15.75 -0.55 0 0 0 8.69 0
8 11.25 -0.51 0 0 0 5.78 0
9 6.75 -0.46 0 0 0 3.12 0
10 2.25 -0.43 0 0 0 0.96 0
Total -5.31 0 0 0 120.3 0

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.516 0 441 30 0.57

2 42 42 1 1.815 0.62 1.516 0 441 150 0.57
3 42 42 1 1.815 0.62 0.62 0 441 90 0.23
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.57 0 0 0 23.87 -0.17

2 42 -0.57 0 0 0 23.87 -0.17
3 42 -0.23 0 0 0 9.76 0.14
Total -1.37 0 0 0 57.5 -0.2

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.115 0 441 30 0.04

2 42 42 1 0.034 0.358 0.115 0 441 150 0.04
3 42 42 1 0.034 0.358 0.358 0 441 90 0.13
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.04 0 0 0 1.81 -0.01

2 42 -0.04 0 0 0 1.81 -0.01
3 42 -0.13 0 0 0 5.63 0.05
Total -0.22 0 0 0 9.24 0.04

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 330 1.21 -0.23 0.05 2.03 -0.39 0.21
2 44 44 1200 1.131 0 445.4 210 -0.96 -0.18 -0.06 -0.41 -0.08 -0.03

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -1.96 0 -0.68 0 0.21 0 -27.02 78.28 0

2 44 -0.39 0 0.14 0 -0.03 0 6.15 17.27 -0.07
Total -2.35 0 -0.54 --- --- --- -20.88 95.55 -0.07

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.061 0 436.5 30 0.02

2 44 44 1 0.034 0.244 0.087 0 445.4 150 0.03
Total 0.148 --- --- --- 0.06

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 -0.02 0 0 0 0.91 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 -0.03 0 0 0 1.44 -0.01

Total -0.06 0 0 0 2.35 -0.01

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 145.92 276.8 0.01
2 9 4.5 8 1.2 17.493 77.18 276.8 0.04
3 9 4.5 8 1.2 17.493 34.08 276.8 0.01
4 9 4.5 8 1.2 17.493 102.82 276.8 0.04
5 18 9 8 1.2 23.431 128.2 318.9 0.04
6 18 9 8 1.2 23.431 80.46 318.9 0.06
7 18 9 8 1.2 23.431 51.8 318.9 0.04
8 18 9 8 1.2 23.431 99.54 318.9 0.06
9 27 13.5 8 1.2 30.887 117.98 347.3 0.07
10 27 13.5 8 1.2 30.887 82.78 347.3 0.09
11 27 13.5 8 1.2 30.887 62.02 347.3 0.07
12 27 13.5 8 1.2 30.887 97.22 347.3 0.09
13 36 18 16 1.2 39 111.81 369 0.2
14 36 18 16 1.2 39 84.29 369 0.23
15 36 18 16 1.2 39 68.19 369 0.2
16 36 18 16 1.2 39 95.71 369 0.23
17 40 20 20 1.2 42.72 109.83 377.3 0.29
18 40 20 20 1.2 42.72 84.79 377.3 0.33
19 40 20 20 1.2 42.72 70.17 377.3 0.29
20 40 20 20 1.2 42.72 95.21 377.3 0.33

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 -0.01 -0.01 0 0.04 -0.04 -0.04
2 9 4.5 -0.04 0 -0.01 -0.06 0.16 -0.28
3 9 4.5 -0.01 0.01 0 0.04 -0.04 0.04
4 9 4.5 -0.04 0 -0.01 -0.06 0.16 0.28
5 18 9 -0.03 -0.02 0 0.09 0.1 -0.09
6 18 9 -0.06 0.01 -0.01 -0.11 0.51 -0.44
7 18 9 -0.03 0.02 0 0.09 0.1 0.09
8 18 9 -0.06 -0.01 -0.01 -0.11 0.51 0.44
9 27 13.5 -0.06 -0.03 0 0.12 0.58 -0.15
10 27 13.5 -0.09 0.01 -0.01 -0.14 1.14 -0.63
11 27 13.5 -0.06 0.03 0 0.12 0.58 0.15
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 -0.09 -0.01 -0.01 -0.14 1.14 0.63
13 36 18 -0.19 -0.07 0.01 0.29 2.84 -0.42
14 36 18 -0.23 0.02 -0.01 -0.31 4.12 -1.69
15 36 18 -0.19 0.07 0.01 0.29 2.84 0.42
16 36 18 -0.23 -0.02 -0.01 -0.31 4.12 1.69
17 40 20 -0.27 -0.1 0.01 0.38 4.76 -0.6
18 40 20 -0.32 0.03 -0.01 -0.4 6.44 -2.37
19 40 20 -0.27 0.1 0.01 0.38 4.76 0.6
20 40 20 -0.32 -0.03 -0.01 -0.4 6.44 2.37
Total -2.59 0 -0.01 -0.22 41.24 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 45

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 0.97 7.26 1.2 0.6 438.8 0.22
2 1 38 4 0.25 1 0 0.97 7.2 1.2 1.2 431.8 0.44
3 1 33.75 4.5 0.25 1.125 0 0.97 7.11 1.2 1.35 421.2 0.48
2 29.25 4.5 0.25 1.125 0 0.97 7 1.2 1.35 408.7 0.47
4 1 24.75 4.5 0.25 1.125 0 0.97 6.88 1.2 1.35 394.6 0.45
2 20.25 4.5 0.25 1.125 0 0.97 6.74 1.2 1.35 378.3 0.43
5 1 15.75 4.5 0.25 1.125 0 0.97 6.56 1.2 1.35 358.8 0.41
2 11.25 4.5 0.25 1.125 0 0.97 6.33 1.2 1.35 334.2 0.38
6 1 6.75 4.5 0.25 1.125 0 0.97 6 1.2 1.35 300.1 0.34
2 2.25 4.5 0.25 1.125 0 0.97 5.76 1.2 1.35 276.8 0.32
Total 13.137 --- 4.16

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.516 0 438.8 45 0.19

2 36 To 40 38 1 1.608 0.456 1.032 0 431.8 45 0.38
3 31.5 To 36 33.75 1 1.809 0.513 1.161 0 421.2 45 0.42
4 27 To 31.5 29.25 1 1.809 0.513 1.161 0 408.7 45 0.4
5 22.5 To 27 24.75 1 1.809 0.513 1.161 0 394.6 45 0.39
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 1.161 0 378.3 45 0.37

7 13.5 To 18 15.75 1 1.809 0.513 1.161 0 358.8 45 0.35
8 9 To 13.5 11.25 1 1.809 0.513 1.161 0 334.2 45 0.33
9 4.5 To 9 6.75 1 1.809 0.513 1.161 0 300.1 45 0.3
10 0 To 4.5 2.25 1 1.809 0.513 1.161 0 276.8 45 0.27
Total 10.836 --- --- --- 3.41

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 -0.14 0 -0.14 -5.58 5.58 0.04

2 38 -0.27 0 -0.27 -10.18 10.18 0.08
3 33.75 -0.29 0 -0.29 -9.92 9.92 0.09
4 29.25 -0.29 0 -0.29 -8.34 8.34 0.09
5 24.75 -0.28 0 -0.28 -6.81 6.81 0.08
6 20.25 -0.26 0 -0.26 -5.34 5.34 0.08
7 15.75 -0.25 0 -0.25 -3.94 3.94 0.08
8 11.25 -0.23 0 -0.23 -2.62 2.62 0.07
9 6.75 -0.21 0 -0.21 -1.41 1.41 0.06
10 2.25 -0.19 0 -0.19 -0.43 0.43 0.06
Total -2.41 0 -2.41 -54.59 54.59 0.72

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.735 0 441 15 0.65

2 42 42 1 1.815 0.62 0.7 0 441 105 0.26
3 42 42 1 1.815 0.62 1.217 0 441 135 0.46
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.46 0 -0.46 -19.31 19.31 0.1

2 42 -0.19 0 -0.19 -7.79 7.79 -0.15
3 42 -0.32 0 -0.32 -13.55 13.55 0.19
Total -0.97 0 -0.97 -40.66 40.66 0.14

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.056 0 441 15 0.02

2 42 42 1 0.034 0.358 0.336 0 441 105 0.13
3 42 42 1 0.034 0.358 0.196 0 441 135 0.07
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.01 0 -0.01 -0.62 0.62 0

2 42 -0.09 0 -0.09 -3.74 3.74 -0.05
3 42 -0.05 0 -0.05 -2.18 2.18 0.02
Total -0.16 0 -0.16 -6.54 6.54 -0.02

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 15 1.26 0.14 -0.04 2.11 0.23 -0.15

2 44 44 1200 1.131 0 445.4 255 -0.44 -0.57 -0.11 -0.19 -0.24 -0.06

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -1.71 0 -1.25 0 -0.15 0 -50.11 68.44 -0.03

2 44 -0.28 0 -0.12 0 -0.06 0 -5.08 12.54 -0.19
Total -2 0 -1.37 --- --- --- -55.2 80.97 -0.21

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.016 0 436.5 15 0.01

2 44 44 1 0.034 0.244 0.23 0 445.4 105 0.09
Total 0.246 --- --- --- 0.09

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0 0 0 -0.17 0.17 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 -0.06 0 -0.06 -2.71 2.71 -0.03

Total -0.07 0 -0.07 -2.88 2.88 -0.03

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 137.95 276.8 0.02
2 9 4.5 8 1.2 17.493 115.39 276.8 0.03
3 9 4.5 8 1.2 17.493 42.05 276.8 0.02
4 9 4.5 8 1.2 17.493 64.61 276.8 0.03
5 18 9 8 1.2 23.431 123.67 318.9 0.04
6 18 9 8 1.2 23.431 108.67 318.9 0.05
7 18 9 8 1.2 23.431 56.33 318.9 0.04
8 18 9 8 1.2 23.431 71.33 318.9 0.05
9 27 13.5 8 1.2 30.887 114.87 347.3 0.07
10 27 13.5 8 1.2 30.887 104.05 347.3 0.08
11 27 13.5 8 1.2 30.887 65.13 347.3 0.07
12 27 13.5 8 1.2 30.887 75.95 347.3 0.08
13 36 18 16 1.2 39 109.46 369 0.21
14 36 18 16 1.2 39 101.09 369 0.23
15 36 18 16 1.2 39 70.54 369 0.21
16 36 18 16 1.2 39 78.91 369 0.23
17 40 20 20 1.2 42.72 107.7 377.3 0.3
18 40 20 20 1.2 42.72 100.11 377.3 0.32
19 40 20 20 1.2 42.72 72.3 377.3 0.3
20 40 20 20 1.2 42.72 79.89 377.3 0.32

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0 -0.01 -0.01 -0.04 -0.06 0.1
2 9 4.5 -0.03 -0.01 -0.01 0 0.14 -0.23
3 9 4.5 0 0.01 -0.01 -0.04 -0.06 -0.1
4 9 4.5 -0.03 0.01 -0.01 0 0.14 0.23
5 18 9 -0.02 -0.02 -0.03 -0.24 0.01 0.19
6 18 9 -0.04 -0.01 -0.03 -0.16 0.42 -0.38
7 18 9 -0.02 0.02 -0.03 -0.24 0.01 -0.19
8 18 9 -0.04 0.01 -0.03 -0.16 0.42 0.38
9 27 13.5 -0.04 -0.03 -0.05 -0.64 0.34 0.3
10 27 13.5 -0.06 -0.02 -0.05 -0.55 0.88 -0.55
11 27 13.5 -0.04 0.03 -0.05 -0.64 0.34 -0.3
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 -0.06 0.02 -0.05 -0.55 0.88 0.55
13 36 18 -0.13 -0.07 -0.15 -2.55 1.83 0.83
14 36 18 -0.17 -0.04 -0.15 -2.34 3.09 -1.5
15 36 18 -0.13 0.07 -0.15 -2.55 1.83 -0.83
16 36 18 -0.17 0.04 -0.15 -2.34 3.09 1.5
17 40 20 -0.19 -0.09 -0.21 -4.08 3.14 1.17
18 40 20 -0.23 -0.05 -0.21 -3.81 4.78 -2.1
19 40 20 -0.19 0.09 -0.21 -4.08 3.14 -1.17
20 40 20 -0.23 0.05 -0.21 -3.81 4.78 2.1
Total -1.83 0 -1.82 -28.85 29.15 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 90

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 0.3 7.26 1.2 0.6 438.8 0.22
2 1 38 4 0.25 1 0 0.3 7.2 1.2 1.2 431.8 0.44
3 1 33.75 4.5 0.25 1.125 0 0.3 7.11 1.2 1.35 421.2 0.48
2 29.25 4.5 0.25 1.125 0 0.3 7 1.2 1.35 408.7 0.47
4 1 24.75 4.5 0.25 1.125 0 0.3 6.88 1.2 1.35 394.6 0.45
2 20.25 4.5 0.25 1.125 0 0.3 6.74 1.2 1.35 378.3 0.43
5 1 15.75 4.5 0.25 1.125 0 0.3 6.56 1.2 1.35 358.8 0.41
2 11.25 4.5 0.25 1.125 0 0.3 6.33 1.2 1.35 334.2 0.38
6 1 6.75 4.5 0.25 1.125 0 0.3 6 1.2 1.35 300.1 0.34
2 2.25 4.5 0.25 1.125 0 0.3 5.76 1.2 1.35 276.8 0.32
Total 13.137 --- 4.16

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.228 0 438.8 90 0.09

2 36 To 40 38 1 1.608 0.456 0.456 0 431.8 90 0.17
3 31.5 To 36 33.75 1 1.809 0.513 0.513 0 421.2 90 0.18
4 27 To 31.5 29.25 1 1.809 0.513 0.513 0 408.7 90 0.18
5 22.5 To 27 24.75 1 1.809 0.513 0.513 0 394.6 90 0.17
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.513 0 378.3 90 0.16

7 13.5 To 18 15.75 1 1.809 0.513 0.513 0 358.8 90 0.16
8 9 To 13.5 11.25 1 1.809 0.513 0.513 0 334.2 90 0.15
9 4.5 To 9 6.75 1 1.809 0.513 0.513 0 300.1 90 0.13
10 0 To 4.5 2.25 1 1.809 0.513 0.513 0 276.8 90 0.12
Total 4.788 --- --- --- 1.51

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0 0 -0.09 -3.49 0 0.03

2 38 0 0 -0.17 -6.36 0 0.05
3 33.75 0 0 -0.18 -6.2 0 0.06
4 29.25 0 0 -0.18 -5.21 0 0.05
5 24.75 0 0 -0.17 -4.26 0 0.05
6 20.25 0 0 -0.16 -3.34 0 0.05
7 15.75 0 0 -0.16 -2.46 0 0.05
8 11.25 0 0 -0.15 -1.64 0 0.04
9 6.75 0 0 -0.13 -0.88 0 0.04
10 2.25 0 0 -0.12 -0.27 0 0.04
Total 0 0 -1.51 -34.12 0 0.45

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.919 0 441 60 0.34

2 42 42 1 1.815 0.62 0.919 0 441 60 0.34
3 42 42 1 1.815 0.62 1.815 0 441 180 0.68
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 -0.34 -14.47 0 0.18

2 42 0 0 -0.34 -14.47 0 -0.18
3 42 0 0 -0.68 -28.57 0 0
Total 0 0 -1.37 -57.5 0 0

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.277 0 441 60 0.1

2 42 42 1 0.034 0.358 0.277 0 441 60 0.1
3 42 42 1 0.034 0.358 0.034 0 441 180 0.01
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 -0.1 -4.35 0 0.03

2 42 0 0 -0.1 -4.35 0 -0.03
3 42 0 0 -0.01 -0.53 0 0
Total 0 0 -0.22 -9.24 0 0

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 60 0.95 0.37 -0.01 1.59 0.62 -0.03

2 44 44 1200 1.131 0 445.4 300 0.95 -0.37 0.01 0.4 -0.16 0

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -1.07 0 -1.33 0 -0.03 0 -53.09 42.64 0.29

2 44 0.27 0 -0.34 0 0 0 -14.9 -11.96 -0.08
Total -0.79 0 -1.67 --- --- --- -67.98 30.68 0.21

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.183 0 436.5 60 0.07

2 44 44 1 0.034 0.244 0.192 0 445.4 60 0.07
Total 0.375 --- --- --- 0.14

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0 0 -0.07 -2.72 0 0.02

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0 0 -0.07 -3.19 0 -0.02

Total 0 0 -0.14 -5.91 0 0

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 102.82 276.8 0.04
2 9 4.5 8 1.2 17.493 145.92 276.8 0.01
3 9 4.5 8 1.2 17.493 77.18 276.8 0.04
4 9 4.5 8 1.2 17.493 34.08 276.8 0.01
5 18 9 8 1.2 23.431 99.54 318.9 0.06
6 18 9 8 1.2 23.431 128.2 318.9 0.04
7 18 9 8 1.2 23.431 80.46 318.9 0.06
8 18 9 8 1.2 23.431 51.8 318.9 0.04
9 27 13.5 8 1.2 30.887 97.22 347.3 0.09
10 27 13.5 8 1.2 30.887 117.98 347.3 0.07
11 27 13.5 8 1.2 30.887 82.78 347.3 0.09
12 27 13.5 8 1.2 30.887 62.02 347.3 0.07
13 36 18 16 1.2 39 95.71 369 0.23
14 36 18 16 1.2 39 111.81 369 0.2
15 36 18 16 1.2 39 84.29 369 0.23
16 36 18 16 1.2 39 68.19 369 0.2
17 40 20 20 1.2 42.72 95.21 377.3 0.33
18 40 20 20 1.2 42.72 109.83 377.3 0.29
19 40 20 20 1.2 42.72 84.79 377.3 0.33
20 40 20 20 1.2 42.72 70.17 377.3 0.29

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0.01 0 -0.04 -0.16 -0.06 0.28
2 9 4.5 0 -0.01 -0.01 0.04 0.04 -0.04
3 9 4.5 0.01 0 -0.04 -0.16 -0.06 -0.28
4 9 4.5 0 0.01 -0.01 0.04 0.04 0.04
5 18 9 0.01 -0.01 -0.06 -0.51 -0.11 0.44
6 18 9 0 -0.02 -0.03 -0.1 0.09 -0.09
7 18 9 0.01 0.01 -0.06 -0.51 -0.11 -0.44
8 18 9 0 0.02 -0.03 -0.1 0.09 0.09
9 27 13.5 0.01 -0.01 -0.09 -1.14 -0.14 0.63
10 27 13.5 0 -0.03 -0.06 -0.58 0.12 -0.15
11 27 13.5 0.01 0.01 -0.09 -1.14 -0.14 -0.63
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0 0.03 -0.06 -0.58 0.12 0.15
13 36 18 0.01 -0.02 -0.23 -4.12 -0.31 1.69
14 36 18 -0.01 -0.07 -0.19 -2.84 0.29 -0.42
15 36 18 0.01 0.02 -0.23 -4.12 -0.31 -1.69
16 36 18 -0.01 0.07 -0.19 -2.84 0.29 0.42
17 40 20 0.01 -0.03 -0.32 -6.44 -0.4 2.37
18 40 20 -0.01 -0.1 -0.27 -4.76 0.38 -0.6
19 40 20 0.01 0.03 -0.32 -6.44 -0.4 -2.37
20 40 20 -0.01 0.1 -0.27 -4.76 0.38 0.6
Total 0.01 0 -2.59 -41.24 -0.22 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 135

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 0.84 7.26 1.2 0.6 438.8 0.22
2 1 38 4 0.25 1 0 0.84 7.2 1.2 1.2 431.8 0.44
3 1 33.75 4.5 0.25 1.125 0 0.84 7.11 1.2 1.35 421.2 0.48
2 29.25 4.5 0.25 1.125 0 0.84 7 1.2 1.35 408.7 0.47
4 1 24.75 4.5 0.25 1.125 0 0.84 6.88 1.2 1.35 394.6 0.45
2 20.25 4.5 0.25 1.125 0 0.84 6.74 1.2 1.35 378.3 0.43
5 1 15.75 4.5 0.25 1.125 0 0.84 6.56 1.2 1.35 358.8 0.41
2 11.25 4.5 0.25 1.125 0 0.84 6.33 1.2 1.35 334.2 0.38
6 1 6.75 4.5 0.25 1.125 0 0.84 6 1.2 1.35 300.1 0.34
2 2.25 4.5 0.25 1.125 0 0.84 5.76 1.2 1.35 276.8 0.32
Total 13.137 --- 4.16

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.443 0 438.8 135 0.17

2 36 To 40 38 1 1.608 0.456 0.886 0 431.8 135 0.33
3 31.5 To 36 33.75 1 1.809 0.513 0.996 0 421.2 135 0.36
4 27 To 31.5 29.25 1 1.809 0.513 0.996 0 408.7 135 0.35
5 22.5 To 27 24.75 1 1.809 0.513 0.996 0 394.6 135 0.33
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.996 0 378.3 135 0.32

7 13.5 To 18 15.75 1 1.809 0.513 0.996 0 358.8 135 0.3
8 9 To 13.5 11.25 1 1.809 0.513 0.996 0 334.2 135 0.28
9 4.5 To 9 6.75 1 1.809 0.513 0.996 0 300.1 135 0.25
10 0 To 4.5 2.25 1 1.809 0.513 0.996 0 276.8 135 0.23
Total 9.3 --- --- --- 2.92

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0.12 0 -0.12 -4.79 -4.79 0.04

2 38 0.23 0 -0.23 -8.74 -8.74 0.07
3 33.75 0.25 0 -0.25 -8.51 -8.51 0.08
4 29.25 0.24 0 -0.24 -7.16 -7.16 0.07
5 24.75 0.24 0 -0.24 -5.85 -5.85 0.07
6 20.25 0.23 0 -0.23 -4.59 -4.59 0.07
7 15.75 0.21 0 -0.21 -3.38 -3.38 0.06
8 11.25 0.2 0 -0.2 -2.25 -2.25 0.06
9 6.75 0.18 0 -0.18 -1.21 -1.21 0.05
10 2.25 0.17 0 -0.17 -0.37 -0.37 0.05
Total 2.07 0 -2.07 -46.85 -46.85 0.62

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.7 0 441 105 0.26

2 42 42 1 1.815 0.62 1.735 0 441 15 0.65
3 42 42 1 1.815 0.62 1.217 0 441 135 0.46
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.19 0 -0.19 -7.79 -7.79 0.15

2 42 0.46 0 -0.46 -19.31 -19.31 -0.1
3 42 0.32 0 -0.32 -13.55 -13.55 -0.19
Total 0.97 0 -0.97 -40.66 -40.66 -0.14

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.336 0 441 105 0.13

2 42 42 1 0.034 0.358 0.056 0 441 15 0.02
3 42 42 1 0.034 0.358 0.196 0 441 135 0.07
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.09 0 -0.09 -3.74 -3.74 0.05

2 42 0.01 0 -0.01 -0.62 -0.62 0
3 42 0.05 0 -0.05 -2.18 -2.18 -0.02
Total 0.16 0 -0.16 -6.54 -6.54 0.02

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 105 -0.44 0.57 0.11 -0.74 0.95 0.46
2 44 44 1200 1.131 0 445.4 345 1.26 -0.14 0.04 0.54 -0.06 0.02

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 1.12 0 -0.45 0 0.46 0 -18.12 -44.69 0.96

2 44 0.44 0 -0.32 0 0.02 0 -14.06 -19.2 -0.01
Total 1.55 0 -0.77 --- --- --- -32.18 -63.89 0.94

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.228 0 436.5 105 0.08

2 44 44 1 0.034 0.244 0.048 0 445.4 15 0.02
Total 0.276 --- --- --- 0.1

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0.06 0 -0.06 -2.39 -2.39 0.03

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0.01 0 -0.01 -0.57 -0.57 0

Total 0.07 0 -0.07 -2.96 -2.96 0.03

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 64.61 276.8 0.03
2 9 4.5 8 1.2 17.493 137.95 276.8 0.02
3 9 4.5 8 1.2 17.493 115.39 276.8 0.03
4 9 4.5 8 1.2 17.493 42.05 276.8 0.02
5 18 9 8 1.2 23.431 71.33 318.9 0.05
6 18 9 8 1.2 23.431 123.67 318.9 0.04
7 18 9 8 1.2 23.431 108.67 318.9 0.05
8 18 9 8 1.2 23.431 56.33 318.9 0.04
9 27 13.5 8 1.2 30.887 75.95 347.3 0.08
10 27 13.5 8 1.2 30.887 114.87 347.3 0.07
11 27 13.5 8 1.2 30.887 104.05 347.3 0.08
12 27 13.5 8 1.2 30.887 65.13 347.3 0.07
13 36 18 16 1.2 39 78.91 369 0.23
14 36 18 16 1.2 39 109.46 369 0.21
15 36 18 16 1.2 39 101.09 369 0.23
16 36 18 16 1.2 39 70.54 369 0.21
17 40 20 20 1.2 42.72 79.89 377.3 0.32
18 40 20 20 1.2 42.72 107.7 377.3 0.3
19 40 20 20 1.2 42.72 100.11 377.3 0.32
20 40 20 20 1.2 42.72 72.3 377.3 0.3

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0.01 0.01 -0.03 -0.14 0 0.23
2 9 4.5 0.01 -0.01 0 0.06 -0.04 0.1
3 9 4.5 0.01 -0.01 -0.03 -0.14 0 -0.23
4 9 4.5 0.01 0.01 0 0.06 -0.04 -0.1
5 18 9 0.03 0.01 -0.04 -0.42 -0.16 0.38
6 18 9 0.03 -0.02 -0.02 -0.01 -0.24 0.19
7 18 9 0.03 -0.01 -0.04 -0.42 -0.16 -0.38
8 18 9 0.03 0.02 -0.02 -0.01 -0.24 -0.19
9 27 13.5 0.05 0.02 -0.06 -0.88 -0.55 0.55
10 27 13.5 0.05 -0.03 -0.04 -0.34 -0.64 0.3
11 27 13.5 0.05 -0.02 -0.06 -0.88 -0.55 -0.55
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0.05 0.03 -0.04 -0.34 -0.64 -0.3
13 36 18 0.15 0.04 -0.17 -3.09 -2.34 1.5
14 36 18 0.15 -0.07 -0.13 -1.83 -2.55 0.83
15 36 18 0.15 -0.04 -0.17 -3.09 -2.34 -1.5
16 36 18 0.15 0.07 -0.13 -1.83 -2.55 -0.83
17 40 20 0.21 0.05 -0.23 -4.78 -3.81 2.1
18 40 20 0.21 -0.09 -0.19 -3.14 -4.08 1.17
19 40 20 0.21 -0.05 -0.23 -4.78 -3.81 -2.1
20 40 20 0.21 0.09 -0.19 -3.14 -4.08 -1.17
Total 1.82 0 -1.83 -29.15 -28.85 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 180

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 0.07 7.26 0.72 0.36 438.8 0.13
2 1 38 4 0.25 1 0 0.07 7.2 0.73 0.727 431.8 0.27
3 1 33.75 4.5 0.25 1.125 0 0.07 7.11 0.74 0.828 421.2 0.3
2 29.25 4.5 0.25 1.125 0 0.07 7 0.75 0.84 408.7 0.29
4 1 24.75 4.5 0.25 1.125 0 0.07 6.88 0.76 0.855 394.6 0.29
2 20.25 4.5 0.25 1.125 0 0.07 6.74 0.78 0.874 378.3 0.28
5 1 15.75 4.5 0.25 1.125 0 0.07 6.56 0.8 0.897 358.8 0.27
2 11.25 4.5 0.25 1.125 0 0.07 6.33 0.83 0.929 334.2 0.26
6 1 6.75 4.5 0.25 1.125 0 0.07 6 0.87 0.981 300.1 0.25
2 2.25 4.5 0.25 1.125 0 0.07 5.76 0.91 1.021 276.8 0.24
Total 8.849 --- 2.79

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0 0 438.8 180 0

2 36 To 40 38 1 1.608 0.456 0 0 431.8 180 0
3 31.5 To 36 33.75 1 1.809 0.513 0 0 421.2 180 0
4 27 To 31.5 29.25 1 1.809 0.513 0 0 408.7 180 0
5 22.5 To 27 24.75 1 1.809 0.513 0 0 394.6 180 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0 0 378.3 180 0

7 13.5 To 18 15.75 1 1.809 0.513 0 0 358.8 180 0
8 9 To 13.5 11.25 1 1.809 0.513 0 0 334.2 180 0
9 4.5 To 9 6.75 1 1.809 0.513 0 0 300.1 180 0
10 0 To 4.5 2.25 1 1.809 0.513 0 0 276.8 180 0
Total 0 --- --- --- 0

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0 0 0 0 0 0
2 38 0 0 0 0 0 0
3 33.75 0 0 0 0 0 0
4 29.25 0 0 0 0 0 0
5 24.75 0 0 0 0 0 0
6 20.25 0 0 0 0 0 0
7 15.75 0 0 0 0 0 0
8 11.25 0 0 0 0 0 0
9 6.75 0 0 0 0 0 0
10 2.25 0 0 0 0 0 0
Total 0 0 0 0 0 0

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.516 0 441 150 0.57

2 42 42 1 1.815 0.62 1.516 0 441 30 0.57
3 42 42 1 1.815 0.62 0.62 0 441 90 0.23
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.57 0 0 0 -23.87 0.17

2 42 0.57 0 0 0 -23.87 0.17
3 42 0.23 0 0 0 -9.76 -0.14
Total 1.37 0 0 0 -57.5 0.2

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.115 0 441 150 0.04

2 42 42 1 0.034 0.358 0.115 0 441 30 0.04
3 42 42 1 0.034 0.358 0.358 0 441 90 0.13
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.04 0 0 0 -1.81 0.01

2 42 0.04 0 0 0 -1.81 0.01
3 42 0.13 0 0 0 -5.63 -0.05
Total 0.22 0 0 0 -9.24 -0.04

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 150 -0.96 0.18 0.06 -1.61 0.3 0.25
2 44 44 1200 1.131 0 445.4 30 1.21 0.23 -0.05 0.52 0.1 -0.03

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 1.54 0 0.55 0 0.25 0 21.91 -61.55 0.4

2 44 0.5 0 -0.17 0 -0.03 0 -7.58 -21.96 0.03
Total 2.04 0 0.38 --- --- --- 14.32 -83.51 0.43

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.061 0 436.5 150 0.02

2 44 44 1 0.034 0.244 0.087 0 445.4 30 0.03
Total 0.148 --- --- --- 0.06

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0.02 0 0 0 -0.91 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0.03 0 0 0 -1.44 0.01

Total 0.06 0 0 0 -2.35 0.01

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 34.08 276.8 0.01
2 9 4.5 8 1.2 17.493 102.82 276.8 0.04
3 9 4.5 8 1.2 17.493 145.92 276.8 0.01
4 9 4.5 8 1.2 17.493 77.18 276.8 0.04
5 18 9 8 1.2 23.431 51.8 318.9 0.04
6 18 9 8 1.2 23.431 99.54 318.9 0.06
7 18 9 8 1.2 23.431 128.2 318.9 0.04
8 18 9 8 1.2 23.431 80.46 318.9 0.06
9 27 13.5 8 1.2 30.887 62.02 347.3 0.07
10 27 13.5 8 1.2 30.887 97.22 347.3 0.09
11 27 13.5 8 1.2 30.887 117.98 347.3 0.07
12 27 13.5 8 1.2 30.887 82.78 347.3 0.09
13 36 18 16 1.2 39 68.19 369 0.2
14 36 18 16 1.2 39 95.71 369 0.23
15 36 18 16 1.2 39 111.81 369 0.2
16 36 18 16 1.2 39 84.29 369 0.23
17 40 20 20 1.2 42.72 70.17 377.3 0.29
18 40 20 20 1.2 42.72 95.21 377.3 0.33
19 40 20 20 1.2 42.72 109.83 377.3 0.29
20 40 20 20 1.2 42.72 84.79 377.3 0.33

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0.01 0.01 0 -0.04 0.04 0.04
2 9 4.5 0.04 0 0.01 0.06 -0.16 0.28
3 9 4.5 0.01 -0.01 0 -0.04 0.04 -0.04
4 9 4.5 0.04 0 0.01 0.06 -0.16 -0.28
5 18 9 0.03 0.02 0 -0.09 -0.1 0.09
6 18 9 0.06 -0.01 0.01 0.11 -0.51 0.44
7 18 9 0.03 -0.02 0 -0.09 -0.1 -0.09
8 18 9 0.06 0.01 0.01 0.11 -0.51 -0.44
9 27 13.5 0.06 0.03 0 -0.12 -0.58 0.15
10 27 13.5 0.09 -0.01 0.01 0.14 -1.14 0.63
11 27 13.5 0.06 -0.03 0 -0.12 -0.58 -0.15
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0.09 0.01 0.01 0.14 -1.14 -0.63
13 36 18 0.19 0.07 -0.01 -0.29 -2.84 0.42
14 36 18 0.23 -0.02 0.01 0.31 -4.12 1.69
15 36 18 0.19 -0.07 -0.01 -0.29 -2.84 -0.42
16 36 18 0.23 0.02 0.01 0.31 -4.12 -1.69
17 40 20 0.27 0.1 -0.01 -0.38 -4.76 0.6
18 40 20 0.32 -0.03 0.01 0.4 -6.44 2.37
19 40 20 0.27 -0.1 -0.01 -0.38 -4.76 -0.6
20 40 20 0.32 0.03 0.01 0.4 -6.44 -2.37
Total 2.59 0 0.01 0.22 -41.24 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 225

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 0.84 7.26 1.2 0.6 438.8 0.22
2 1 38 4 0.25 1 0 0.84 7.2 1.2 1.2 431.8 0.44
3 1 33.75 4.5 0.25 1.125 0 0.84 7.11 1.2 1.35 421.2 0.48
2 29.25 4.5 0.25 1.125 0 0.84 7 1.2 1.35 408.7 0.47
4 1 24.75 4.5 0.25 1.125 0 0.84 6.88 1.2 1.35 394.6 0.45
2 20.25 4.5 0.25 1.125 0 0.84 6.74 1.2 1.35 378.3 0.43
5 1 15.75 4.5 0.25 1.125 0 0.84 6.56 1.2 1.35 358.8 0.41
2 11.25 4.5 0.25 1.125 0 0.84 6.33 1.2 1.35 334.2 0.38
6 1 6.75 4.5 0.25 1.125 0 0.84 6 1.2 1.35 300.1 0.34
2 2.25 4.5 0.25 1.125 0 0.84 5.76 1.2 1.35 276.8 0.32
Total 13.137 --- 4.16

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.443 0 438.8 135 0.17

2 36 To 40 38 1 1.608 0.456 0.886 0 431.8 135 0.33
3 31.5 To 36 33.75 1 1.809 0.513 0.996 0 421.2 135 0.36
4 27 To 31.5 29.25 1 1.809 0.513 0.996 0 408.7 135 0.35
5 22.5 To 27 24.75 1 1.809 0.513 0.996 0 394.6 135 0.33
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.996 0 378.3 135 0.32

7 13.5 To 18 15.75 1 1.809 0.513 0.996 0 358.8 135 0.3
8 9 To 13.5 11.25 1 1.809 0.513 0.996 0 334.2 135 0.28
9 4.5 To 9 6.75 1 1.809 0.513 0.996 0 300.1 135 0.25
10 0 To 4.5 2.25 1 1.809 0.513 0.996 0 276.8 135 0.23
Total 9.3 --- --- --- 2.92

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0.12 0 0.12 4.79 -4.79 -0.04

2 38 0.23 0 0.23 8.74 -8.74 -0.07
3 33.75 0.25 0 0.25 8.51 -8.51 -0.08
4 29.25 0.24 0 0.24 7.16 -7.16 -0.07
5 24.75 0.24 0 0.24 5.85 -5.85 -0.07
6 20.25 0.23 0 0.23 4.59 -4.59 -0.07
7 15.75 0.21 0 0.21 3.38 -3.38 -0.06
8 11.25 0.2 0 0.2 2.25 -2.25 -0.06
9 6.75 0.18 0 0.18 1.21 -1.21 -0.05
10 2.25 0.17 0 0.17 0.37 -0.37 -0.05
Total 2.07 0 2.07 46.85 -46.85 -0.62

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 1.735 0 441 165 0.65

2 42 42 1 1.815 0.62 0.7 0 441 75 0.26
3 42 42 1 1.815 0.62 1.217 0 441 45 0.46
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.46 0 0.46 19.31 -19.31 -0.1

2 42 0.19 0 0.19 7.79 -7.79 0.15
3 42 0.32 0 0.32 13.55 -13.55 -0.19
Total 0.97 0 0.97 40.66 -40.66 -0.14

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.056 0 441 165 0.02

2 42 42 1 0.034 0.358 0.336 0 441 75 0.13
3 42 42 1 0.034 0.358 0.196 0 441 45 0.07
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0.01 0 0.01 0.62 -0.62 0

2 42 0.09 0 0.09 3.74 -3.74 0.05
3 42 0.05 0 0.05 2.18 -2.18 -0.02
Total 0.16 0 0.16 6.54 -6.54 0.02

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 195 -0.98 -0.12 -0.03 -1.65 -0.21 -0.13
2 44 44 1200 1.131 0 445.4 75 0.47 0.53 0.05 0.2 0.23 0.02

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 1.33 0 1.01 0 -0.13 0 40.2 -53.11 -0.24

2 44 0.29 0 0.1 0 0.02 0 4.18 -12.7 0.14
Total 1.62 0 1.1 --- --- --- 44.39 -65.81 -0.1

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.016 0 436.5 165 0.01

2 44 44 1 0.034 0.244 0.23 0 445.4 75 0.09
Total 0.246 --- --- --- 0.09

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0 0 0 0.17 -0.17 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0.06 0 0.06 2.71 -2.71 0.03

Total 0.07 0 0.07 2.88 -2.88 0.03

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 42.05 276.8 0.02
2 9 4.5 8 1.2 17.493 64.61 276.8 0.03
3 9 4.5 8 1.2 17.493 137.95 276.8 0.02
4 9 4.5 8 1.2 17.493 115.39 276.8 0.03
5 18 9 8 1.2 23.431 56.33 318.9 0.04
6 18 9 8 1.2 23.431 71.33 318.9 0.05
7 18 9 8 1.2 23.431 123.67 318.9 0.04
8 18 9 8 1.2 23.431 108.67 318.9 0.05
9 27 13.5 8 1.2 30.887 65.13 347.3 0.07
10 27 13.5 8 1.2 30.887 75.95 347.3 0.08
11 27 13.5 8 1.2 30.887 114.87 347.3 0.07
12 27 13.5 8 1.2 30.887 104.05 347.3 0.08
13 36 18 16 1.2 39 70.54 369 0.21
14 36 18 16 1.2 39 78.91 369 0.23
15 36 18 16 1.2 39 109.46 369 0.21
16 36 18 16 1.2 39 101.09 369 0.23
17 40 20 20 1.2 42.72 72.3 377.3 0.3
18 40 20 20 1.2 42.72 79.89 377.3 0.32
19 40 20 20 1.2 42.72 107.7 377.3 0.3
20 40 20 20 1.2 42.72 100.11 377.3 0.32

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 0 0.01 0.01 0.04 0.06 -0.1
2 9 4.5 0.03 0.01 0.01 0 -0.14 0.23
3 9 4.5 0 -0.01 0.01 0.04 0.06 0.1
4 9 4.5 0.03 -0.01 0.01 0 -0.14 -0.23
5 18 9 0.02 0.02 0.03 0.24 -0.01 -0.19
6 18 9 0.04 0.01 0.03 0.16 -0.42 0.38
7 18 9 0.02 -0.02 0.03 0.24 -0.01 0.19
8 18 9 0.04 -0.01 0.03 0.16 -0.42 -0.38
9 27 13.5 0.04 0.03 0.05 0.64 -0.34 -0.3
10 27 13.5 0.06 0.02 0.05 0.55 -0.88 0.55
11 27 13.5 0.04 -0.03 0.05 0.64 -0.34 0.3
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0.06 -0.02 0.05 0.55 -0.88 -0.55
13 36 18 0.13 0.07 0.15 2.55 -1.83 -0.83
14 36 18 0.17 0.04 0.15 2.34 -3.09 1.5
15 36 18 0.13 -0.07 0.15 2.55 -1.83 0.83
16 36 18 0.17 -0.04 0.15 2.34 -3.09 -1.5
17 40 20 0.19 0.09 0.21 4.08 -3.14 -1.17
18 40 20 0.23 0.05 0.21 3.81 -4.78 2.1
19 40 20 0.19 -0.09 0.21 4.08 -3.14 1.17
20 40 20 0.23 -0.05 0.21 3.81 -4.78 -2.1
Total 1.83 0 1.82 28.85 -29.15 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 270

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 0.3 7.26 1.2 0.6 438.8 0.22
2 1 38 4 0.25 1 0 0.3 7.2 1.2 1.2 431.8 0.44
3 1 33.75 4.5 0.25 1.125 0 0.3 7.11 1.2 1.35 421.2 0.48
2 29.25 4.5 0.25 1.125 0 0.3 7 1.2 1.35 408.7 0.47
4 1 24.75 4.5 0.25 1.125 0 0.3 6.88 1.2 1.35 394.6 0.45
2 20.25 4.5 0.25 1.125 0 0.3 6.74 1.2 1.35 378.3 0.43
5 1 15.75 4.5 0.25 1.125 0 0.3 6.56 1.2 1.35 358.8 0.41
2 11.25 4.5 0.25 1.125 0 0.3 6.33 1.2 1.35 334.2 0.38
6 1 6.75 4.5 0.25 1.125 0 0.3 6 1.2 1.35 300.1 0.34
2 2.25 4.5 0.25 1.125 0 0.3 5.76 1.2 1.35 276.8 0.32
Total 13.137 --- 4.16

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.228 0 438.8 90 0.09

2 36 To 40 38 1 1.608 0.456 0.456 0 431.8 90 0.17
3 31.5 To 36 33.75 1 1.809 0.513 0.513 0 421.2 90 0.18
4 27 To 31.5 29.25 1 1.809 0.513 0.513 0 408.7 90 0.18
5 22.5 To 27 24.75 1 1.809 0.513 0.513 0 394.6 90 0.17
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 0.513 0 378.3 90 0.16

7 13.5 To 18 15.75 1 1.809 0.513 0.513 0 358.8 90 0.16
8 9 To 13.5 11.25 1 1.809 0.513 0.513 0 334.2 90 0.15
9 4.5 To 9 6.75 1 1.809 0.513 0.513 0 300.1 90 0.13
10 0 To 4.5 2.25 1 1.809 0.513 0.513 0 276.8 90 0.12
Total 4.788 --- --- --- 1.51

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 0 0 0.09 3.49 0 -0.03

2 38 0 0 0.17 6.36 0 -0.05
3 33.75 0 0 0.18 6.2 0 -0.06
4 29.25 0 0 0.18 5.21 0 -0.05
5 24.75 0 0 0.17 4.26 0 -0.05
6 20.25 0 0 0.16 3.34 0 -0.05
7 15.75 0 0 0.16 2.46 0 -0.05
8 11.25 0 0 0.15 1.64 0 -0.04
9 6.75 0 0 0.13 0.88 0 -0.04
10 2.25 0 0 0.12 0.27 0 -0.04
Total 0 0 1.51 34.12 0 -0.45

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.919 0 441 120 0.34

2 42 42 1 1.815 0.62 0.919 0 441 120 0.34
3 42 42 1 1.815 0.62 1.815 0 441 0 0.68
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 0.34 14.47 0 -0.18

2 42 0 0 0.34 14.47 0 0.18
3 42 0 0 0.68 28.57 0 0
Total 0 0 1.37 57.5 0 0

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.277 0 441 120 0.1

2 42 42 1 0.034 0.358 0.277 0 441 120 0.1
3 42 42 1 0.034 0.358 0.034 0 441 0 0.01
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 0 0 0.1 4.35 0 -0.03

2 42 0 0 0.1 4.35 0 0.03
3 42 0 0 0.01 0.53 0 0
Total 0 0 0.22 9.24 0 0

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 240 -0.71 -0.44 -0.1 -1.19 -0.73 -0.42
2 44 44 1200 1.131 0 445.4 120 -0.71 0.44 0.1 -0.3 0.19 0.05

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 0.67 0 1.23 0 -0.42 0 49.31 -26.65 -0.8

2 44 -0.17 0 0.31 0 0.05 0 13.83 7.48 0.15
Total 0.5 0 1.55 --- --- --- 63.14 -19.17 -0.65

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.183 0 436.5 120 0.07

2 44 44 1 0.034 0.244 0.192 0 445.4 120 0.07
Total 0.375 --- --- --- 0.14

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 0 0 0.07 2.72 0 -0.02

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 0 0 0.07 3.19 0 0.02

Total 0 0 0.14 5.91 0 0

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 77.18 276.8 0.04
2 9 4.5 8 1.2 17.493 34.08 276.8 0.01
3 9 4.5 8 1.2 17.493 102.82 276.8 0.04
4 9 4.5 8 1.2 17.493 145.92 276.8 0.01
5 18 9 8 1.2 23.431 80.46 318.9 0.06
6 18 9 8 1.2 23.431 51.8 318.9 0.04
7 18 9 8 1.2 23.431 99.54 318.9 0.06
8 18 9 8 1.2 23.431 128.2 318.9 0.04
9 27 13.5 8 1.2 30.887 82.78 347.3 0.09
10 27 13.5 8 1.2 30.887 62.02 347.3 0.07
11 27 13.5 8 1.2 30.887 97.22 347.3 0.09
12 27 13.5 8 1.2 30.887 117.98 347.3 0.07
13 36 18 16 1.2 39 84.29 369 0.23
14 36 18 16 1.2 39 68.19 369 0.2
15 36 18 16 1.2 39 95.71 369 0.23
16 36 18 16 1.2 39 111.81 369 0.2
17 40 20 20 1.2 42.72 84.79 377.3 0.33
18 40 20 20 1.2 42.72 70.17 377.3 0.29
19 40 20 20 1.2 42.72 95.21 377.3 0.33
20 40 20 20 1.2 42.72 109.83 377.3 0.29

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 -0.01 0 0.04 0.16 0.06 -0.28
2 9 4.5 0 0.01 0.01 -0.04 -0.04 0.04
3 9 4.5 -0.01 0 0.04 0.16 0.06 0.28
4 9 4.5 0 -0.01 0.01 -0.04 -0.04 -0.04
5 18 9 -0.01 0.01 0.06 0.51 0.11 -0.44
6 18 9 0 0.02 0.03 0.1 -0.09 0.09
7 18 9 -0.01 -0.01 0.06 0.51 0.11 0.44
8 18 9 0 -0.02 0.03 0.1 -0.09 -0.09
9 27 13.5 -0.01 0.01 0.09 1.14 0.14 -0.63
10 27 13.5 0 0.03 0.06 0.58 -0.12 0.15
11 27 13.5 -0.01 -0.01 0.09 1.14 0.14 0.63
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 0 -0.03 0.06 0.58 -0.12 -0.15
13 36 18 -0.01 0.02 0.23 4.12 0.31 -1.69
14 36 18 0.01 0.07 0.19 2.84 -0.29 0.42
15 36 18 -0.01 -0.02 0.23 4.12 0.31 1.69
16 36 18 0.01 -0.07 0.19 2.84 -0.29 -0.42
17 40 20 -0.01 0.03 0.32 6.44 0.4 -2.37
18 40 20 0.01 0.1 0.27 4.76 -0.38 0.6
19 40 20 -0.01 -0.03 0.32 6.44 0.4 2.37
20 40 20 0.01 -0.1 0.27 4.76 -0.38 -0.6
Total -0.01 0 2.59 41.24 0.22 0

Wind Calculation Of Basic Service Wind Speed 25 m/s Dir. 315

Gust effect factor Gh = 0.85
Direction probability Kd = 0.85
Important factor I = 1

Wind forces on pole parts

Part Wind Mean L Dav Area tiz Ra C Cf EPA qz Force
No. slice Elev. m m m2 mm m2 N/m2 KN
No. m
1 1 43.5 3 0.25 0.75 0 0 7.3 0.72 0.537 444.3 0.2
2 41 2 0.25 0.5 0 0.97 7.26 1.2 0.6 438.8 0.22
2 1 38 4 0.25 1 0 0.97 7.2 1.2 1.2 431.8 0.44
3 1 33.75 4.5 0.25 1.125 0 0.97 7.11 1.2 1.35 421.2 0.48
2 29.25 4.5 0.25 1.125 0 0.97 7 1.2 1.35 408.7 0.47
4 1 24.75 4.5 0.25 1.125 0 0.97 6.88 1.2 1.35 394.6 0.45
2 20.25 4.5 0.25 1.125 0 0.97 6.74 1.2 1.35 378.3 0.43
5 1 15.75 4.5 0.25 1.125 0 0.97 6.56 1.2 1.35 358.8 0.41
2 11.25 4.5 0.25 1.125 0 0.97 6.33 1.2 1.35 334.2 0.38
6 1 6.75 4.5 0.25 1.125 0 0.97 6 1.2 1.35 300.1 0.34
2 2.25 4.5 0.25 1.125 0 0.97 5.76 1.2 1.35 276.8 0.32
Total 13.137 --- 4.16

Wind forces from transmission line clusters

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 To 42 41 1 0.804 0.228 0.516 0 438.8 45 0.19

2 36 To 40 38 1 1.608 0.456 1.032 0 431.8 45 0.38
3 31.5 To 36 33.75 1 1.809 0.513 1.161 0 421.2 45 0.42
4 27 To 31.5 29.25 1 1.809 0.513 1.161 0 408.7 45 0.4
5 22.5 To 27 24.75 1 1.809 0.513 1.161 0 394.6 45 0.39
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

6 18 To 22.5 20.25 1 1.809 0.513 1.161 0 378.3 45 0.37

7 13.5 To 18 15.75 1 1.809 0.513 1.161 0 358.8 45 0.35
8 9 To 13.5 11.25 1 1.809 0.513 1.161 0 334.2 45 0.33
9 4.5 To 9 6.75 1 1.809 0.513 1.161 0 300.1 45 0.3
10 0 To 4.5 2.25 1 1.809 0.513 1.161 0 276.8 45 0.27
Total 10.836 --- --- --- 3.41

Wind vector from transmission line clusters

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 41 -0.14 0 0.14 5.58 5.58 -0.04

2 38 -0.27 0 0.27 10.18 10.18 -0.08
3 33.75 -0.29 0 0.29 9.92 9.92 -0.09
4 29.25 -0.29 0 0.29 8.34 8.34 -0.09
5 24.75 -0.28 0 0.28 6.81 6.81 -0.08
6 20.25 -0.26 0 0.26 5.34 5.34 -0.08
7 15.75 -0.25 0 0.25 3.94 3.94 -0.08
8 11.25 -0.23 0 0.23 2.62 2.62 -0.07
9 6.75 -0.21 0 0.21 1.41 1.41 -0.06
10 2.25 -0.19 0 0.19 0.43 0.43 -0.06
Total -2.41 0 2.41 54.59 54.59 -0.72

Wind forces from panel antenna

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 1.815 0.62 0.7 0 441 75 0.26

2 42 42 1 1.815 0.62 1.735 0 441 165 0.65
3 42 42 1 1.815 0.62 1.217 0 441 45 0.46
Total 3.652 --- --- --- 1.37

Wind vector from panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.19 0 0.19 7.79 7.79 -0.15

2 42 -0.46 0 0.46 19.31 19.31 0.1
3 42 -0.32 0 0.32 13.55 13.55 0.19
Total -0.97 0 0.97 40.66 40.66 0.14

Wind forces from mounts of panel antenna

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 42 42 1 0.034 0.358 0.336 0 441 75 0.13

2 42 42 1 0.034 0.358 0.056 0 441 165 0.02
3 42 42 1 0.034 0.358 0.196 0 441 45 0.07
Total 0.587 --- --- --- 0.22

Wind vector from mounts of panel antenna

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 42 -0.09 0 0.09 3.74 3.74 -0.05

2 42 -0.01 0 0.01 0.62 0.62 0
3 42 -0.05 0 0.05 2.18 2.18 0.02
Total -0.16 0 0.16 6.54 6.54 -0.02

Wind forces from MW dishes

# Elev. Z O.D. Area tiz qz θ Ca Cs Cm Fa Fs Mm
m m mm m2 mm N/m2 Deg KN KN KN

1 40 40 2400 4.524 0 436.5 285 0.47 -0.53 -0.05 0.79 -0.89 -0.19
2 44 44 1200 1.131 0 445.4 165 -0.98 0.12 0.03 -0.42 0.05 0.02

Wind vectors from MW dishes

# Elev. Fx Fy Fz Mx My Mz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m KN.m KN.m KN.m

1 40 -1.13 0 0.37 0 -0.19 0 14.91 45.25 -0.65

2 44 -0.34 0 0.26 0 0.02 0 11.28 14.9 0.04
Total -1.47 0 0.63 --- --- --- 26.19 60.16 -0.61

Wind forces from mounts Of MW dishes

# Elev. Z Ka EPAn EPAt EPAa tiz qz θ Force
m m m2 m2 m2 mm N/m2 Deg KN

1 40 40 1 0 0.244 0.228 0 436.5 75 0.08

2 44 44 1 0.034 0.244 0.048 0 445.4 165 0.02
Total 0.276 --- --- --- 0.1

Wind vectors from mounts Of MW dishes

# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

1 40 -0.06 0 0.06 2.39 2.39 -0.03

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Elev. Fx Fy Fz OTMx OTMz Torque
m KN KN KN KN.m KN.m KN.m

2 44 -0.01 0 0.01 0.57 0.57 0

Total -0.07 0 0.07 2.96 2.96 -0.03

Wind forces from guy wires

# Attach Mean Dia. Cd Lg θg qz Fw
Elev. Elev. mm m Deg N/m2 KN
m m
1 9 4.5 8 1.2 17.493 115.39 276.8 0.03
2 9 4.5 8 1.2 17.493 42.05 276.8 0.02
3 9 4.5 8 1.2 17.493 64.61 276.8 0.03
4 9 4.5 8 1.2 17.493 137.95 276.8 0.02
5 18 9 8 1.2 23.431 108.67 318.9 0.05
6 18 9 8 1.2 23.431 56.33 318.9 0.04
7 18 9 8 1.2 23.431 71.33 318.9 0.05
8 18 9 8 1.2 23.431 123.67 318.9 0.04
9 27 13.5 8 1.2 30.887 104.05 347.3 0.08
10 27 13.5 8 1.2 30.887 65.13 347.3 0.07
11 27 13.5 8 1.2 30.887 75.95 347.3 0.08
12 27 13.5 8 1.2 30.887 114.87 347.3 0.07
13 36 18 16 1.2 39 101.09 369 0.23
14 36 18 16 1.2 39 70.54 369 0.21
15 36 18 16 1.2 39 78.91 369 0.23
16 36 18 16 1.2 39 109.46 369 0.21
17 40 20 20 1.2 42.72 100.11 377.3 0.32
18 40 20 20 1.2 42.72 72.3 377.3 0.3
19 40 20 20 1.2 42.72 79.89 377.3 0.32
20 40 20 20 1.2 42.72 107.7 377.3 0.3

Wind vector from guy wires

# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
1 9 4.5 -0.01 -0.01 0.03 0.14 0 -0.23
2 9 4.5 -0.01 0.01 0 -0.06 0.04 -0.1
3 9 4.5 -0.01 0.01 0.03 0.14 0 0.23
4 9 4.5 -0.01 -0.01 0 -0.06 0.04 0.1
5 18 9 -0.03 -0.01 0.04 0.42 0.16 -0.38
6 18 9 -0.03 0.02 0.02 0.01 0.24 -0.19
7 18 9 -0.03 0.01 0.04 0.42 0.16 0.38
8 18 9 -0.03 -0.02 0.02 0.01 0.24 0.19
9 27 13.5 -0.05 -0.02 0.06 0.88 0.55 -0.55
10 27 13.5 -0.05 0.03 0.04 0.34 0.64 -0.3
11 27 13.5 -0.05 0.02 0.06 0.88 0.55 0.55
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Attach Mean Fx Fy Fz OTMx OTMz Torque
Elev. Elev. KN KN KN KN.m KN.m KN.m
m m
12 27 13.5 -0.05 -0.03 0.04 0.34 0.64 0.3
13 36 18 -0.15 -0.04 0.17 3.09 2.34 -1.5
14 36 18 -0.15 0.07 0.13 1.83 2.55 -0.83
15 36 18 -0.15 0.04 0.17 3.09 2.34 1.5
16 36 18 -0.15 -0.07 0.13 1.83 2.55 0.83
17 40 20 -0.21 -0.05 0.23 4.78 3.81 -2.1
18 40 20 -0.21 0.09 0.19 3.14 4.08 -1.17
19 40 20 -0.21 0.05 0.23 4.78 3.81 2.1
20 40 20 -0.21 -0.09 0.19 3.14 4.08 1.17
Total -1.82 0 1.83 29.15 28.85 0

Combination
Comb. Description
No.

1 1.2D.L.+1Dg+1.6DesignWL_0Deg_36.11m/s
2 1.2D.L.+1Dg+1.6DesignWL_45Deg_36.11m/s
3 1.2D.L.+1Dg+1.6DesignWL_90Deg_36.11m/s
4 1.2D.L.+1Dg+1.6DesignWL_135Deg_36.11m/s
5 1.2D.L.+1Dg+1.6DesignWL_180Deg_36.11m/s
6 1.2D.L.+1Dg+1.6DesignWL_225Deg_36.11m/s
7 1.2D.L.+1Dg+1.6DesignWL_270Deg_36.11m/s
8 1.2D.L.+1Dg+1.6DesignWL_315Deg_36.11m/s
9 1D.L.+1Dg+1ServiceWL_0Deg_25m/s
10 1D.L.+1Dg+1ServiceWL_45Deg_25m/s
11 1D.L.+1Dg+1ServiceWL_90Deg_25m/s
12 1D.L.+1Dg+1ServiceWL_135Deg_25m/s
13 1D.L.+1Dg+1ServiceWL_180Deg_25m/s
14 1D.L.+1Dg+1ServiceWL_225Deg_25m/s
15 1D.L.+1Dg+1ServiceWL_270Deg_25m/s
16 1D.L.+1Dg+1ServiceWL_315Deg_25m/s

Pole Section Properties

Sec. Elev. Diameter Thick. Area Inertia Elastic Plastic
No. m mm mm mm2 mm4 Modulus Modulus
mm3 mm3
1 45 250 10 7539.8 54380969 435048 576333
2 44 250 10 7539.8 54380969 435048 576333
3 44 250 10 7539.8 54380969 435048 576333
4 43 250 10 7539.8 54380969 435048 576333
5 43 250 10 7539.8 54380969 435048 576333
6 42 250 10 7539.8 54380969 435048 576333
7 42 250 10 7539.8 54380969 435048 576333
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Sec. Elev. Diameter Thick. Area Inertia Elastic Plastic
No. m mm mm mm2 mm4 Modulus Modulus
mm3 mm3
8 41 250 10 7539.8 54380969 435048 576333
9 41 250 10 7539.8 54380969 435048 576333
10 40 250 10 7539.8 54380969 435048 576333
11 40 250 10 7539.8 54380969 435048 576333
12 39.2 250 10 7539.8 54380969 435048 576333
13 39.2 250 10 7539.8 54380969 435048 576333
14 38.4 250 10 7539.8 54380969 435048 576333
15 38.4 250 10 7539.8 54380969 435048 576333
16 37.6 250 10 7539.8 54380969 435048 576333
17 37.6 250 10 7539.8 54380969 435048 576333
18 36.8 250 10 7539.8 54380969 435048 576333
19 36.8 250 10 7539.8 54380969 435048 576333
20 36 250 10 7539.8 54380969 435048 576333
21 36 250 10 7539.8 54380969 435048 576333
22 34.2 250 10 7539.8 54380969 435048 576333
23 34.2 250 10 7539.8 54380969 435048 576333
24 32.4 250 10 7539.8 54380969 435048 576333
25 32.4 250 10 7539.8 54380969 435048 576333
26 30.6 250 10 7539.8 54380969 435048 576333
27 30.6 250 10 7539.8 54380969 435048 576333
28 28.8 250 10 7539.8 54380969 435048 576333
29 28.8 250 10 7539.8 54380969 435048 576333
30 27 250 10 7539.8 54380969 435048 576333
31 27 250 10 7539.8 54380969 435048 576333
32 25.2 250 10 7539.8 54380969 435048 576333
33 25.2 250 10 7539.8 54380969 435048 576333
34 23.4 250 10 7539.8 54380969 435048 576333
35 23.4 250 10 7539.8 54380969 435048 576333
36 21.6 250 10 7539.8 54380969 435048 576333
37 21.6 250 10 7539.8 54380969 435048 576333
38 19.8 250 10 7539.8 54380969 435048 576333
39 19.8 250 10 7539.8 54380969 435048 576333
40 18 250 10 7539.8 54380969 435048 576333
41 18 250 10 7539.8 54380969 435048 576333
42 16.2 250 10 7539.8 54380969 435048 576333
43 16.2 250 10 7539.8 54380969 435048 576333
44 14.4 250 10 7539.8 54380969 435048 576333
45 14.4 250 10 7539.8 54380969 435048 576333
46 12.6 250 10 7539.8 54380969 435048 576333
47 12.6 250 10 7539.8 54380969 435048 576333
48 10.8 250 10 7539.8 54380969 435048 576333
49 10.8 250 10 7539.8 54380969 435048 576333
50 9 250 10 7539.8 54380969 435048 576333
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Sec. Elev. Diameter Thick. Area Inertia Elastic Plastic
No. m mm mm mm2 mm4 Modulus Modulus
mm3 mm3
51 9 250 10 7539.8 54380969 435048 576333
52 7.2 250 10 7539.8 54380969 435048 576333
53 7.2 250 10 7539.8 54380969 435048 576333
54 5.4 250 10 7539.8 54380969 435048 576333
55 5.4 250 10 7539.8 54380969 435048 576333
56 3.6 250 10 7539.8 54380969 435048 576333
57 3.6 250 10 7539.8 54380969 435048 576333
58 1.8 250 10 7539.8 54380969 435048 576333
59 1.8 250 10 7539.8 54380969 435048 576333
60 0 250 10 7539.8 54380969 435048 576333

Pole capacity details

Sec. Elev. W/t Fy' φPn φMn φVn φTn Comment
No. m or D/t MPa KN KN.m KN.m KN.m

1 45 25 248 1682.89 128.64 841.44 194.21

2 44 25 248 1682.89 128.64 841.44 194.21
3 44 25 248 1682.89 128.64 841.44 194.21
4 43 25 248 1682.89 128.64 841.44 194.21
5 43 25 248 1682.89 128.64 841.44 194.21
6 42 25 248 1682.89 128.64 841.44 194.21
7 42 25 248 1682.89 128.64 841.44 194.21
8 41 25 248 1682.89 128.64 841.44 194.21
9 41 25 248 1682.89 128.64 841.44 194.21
10 40 25 248 1682.89 128.64 841.44 194.21
11 40 25 248 1682.89 128.64 841.44 194.21
12 39.2 25 248 1682.89 128.64 841.44 194.21
13 39.2 25 248 1682.89 128.64 841.44 194.21
14 38.4 25 248 1682.89 128.64 841.44 194.21
15 38.4 25 248 1682.89 128.64 841.44 194.21
16 37.6 25 248 1682.89 128.64 841.44 194.21
17 37.6 25 248 1682.89 128.64 841.44 194.21
18 36.8 25 248 1682.89 128.64 841.44 194.21
19 36.8 25 248 1682.89 128.64 841.44 194.21
20 36 25 248 1682.89 128.64 841.44 194.21
21 36 25 248 1682.89 128.64 841.44 194.21
22 34.2 25 248 1682.89 128.64 841.44 194.21
23 34.2 25 248 1682.89 128.64 841.44 194.21
24 32.4 25 248 1682.89 128.64 841.44 194.21
25 32.4 25 248 1682.89 128.64 841.44 194.21
26 30.6 25 248 1682.89 128.64 841.44 194.21
27 30.6 25 248 1682.89 128.64 841.44 194.21
28 28.8 25 248 1682.89 128.64 841.44 194.21
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Sec. Elev. W/t Fy' φPn φMn φVn φTn Comment
No. m or D/t MPa KN KN.m KN.m KN.m

29 28.8 25 248 1682.89 128.64 841.44 194.21

30 27 25 248 1682.89 128.64 841.44 194.21
31 27 25 248 1682.89 128.64 841.44 194.21
32 25.2 25 248 1682.89 128.64 841.44 194.21
33 25.2 25 248 1682.89 128.64 841.44 194.21
34 23.4 25 248 1682.89 128.64 841.44 194.21
35 23.4 25 248 1682.89 128.64 841.44 194.21
36 21.6 25 248 1682.89 128.64 841.44 194.21
37 21.6 25 248 1682.89 128.64 841.44 194.21
38 19.8 25 248 1682.89 128.64 841.44 194.21
39 19.8 25 248 1682.89 128.64 841.44 194.21
40 18 25 248 1682.89 128.64 841.44 194.21
41 18 25 248 1682.89 128.64 841.44 194.21
42 16.2 25 248 1682.89 128.64 841.44 194.21
43 16.2 25 248 1682.89 128.64 841.44 194.21
44 14.4 25 248 1682.89 128.64 841.44 194.21
45 14.4 25 248 1682.89 128.64 841.44 194.21
46 12.6 25 248 1682.89 128.64 841.44 194.21
47 12.6 25 248 1682.89 128.64 841.44 194.21
48 10.8 25 248 1682.89 128.64 841.44 194.21
49 10.8 25 248 1682.89 128.64 841.44 194.21
50 9 25 248 1682.89 128.64 841.44 194.21
51 9 25 248 1682.89 128.64 841.44 194.21
52 7.2 25 248 1682.89 128.64 841.44 194.21
53 7.2 25 248 1682.89 128.64 841.44 194.21
54 5.4 25 248 1682.89 128.64 841.44 194.21
55 5.4 25 248 1682.89 128.64 841.44 194.21
56 3.6 25 248 1682.89 128.64 841.44 194.21
57 3.6 25 248 1682.89 128.64 841.44 194.21
58 1.8 25 248 1682.89 128.64 841.44 194.21
59 1.8 25 248 1682.89 128.64 841.44 194.21
60 0 25 248 1682.89 128.64 841.44 194.21

Pole Sections Check

Sec. Elev. Pu Mu Vu Tu Comb Pu / Mu / Vu / Tu / Comb. Check
No. m KN KN.m KN KN.m . φPn φMn φVn φTn Stress
No. Ratio
1 45 0 0 0 0 2 0 0 0 0 0 Safe
2 44 1.42 0.81 1.07 -0.08 8 0 0.01 0 0 0.01 Safe
3 44 1.42 0.81 1.07 -0.08 8 0 0.01 0 0 0.01 Safe
4 43 2.85 2.57 1.85 -0.16 8 0 0.02 0 0 0.02 Safe
5 43 2.85 2.57 1.85 -0.16 8 0 0.02 0 0 0.02 Safe
6 42 5.28 7.24 4.69 -0.35 8 0 0.06 0.01 0 0.06 Safe
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Sec. Elev. Pu Mu Vu Tu Comb Pu / Mu / Vu / Tu / Comb. Check
No. m KN KN.m KN KN.m . φPn φMn φVn φTn Stress
No. Ratio
7 42 5.28 7.24 4.69 -0.35 8 0 0.06 0.01 0 0.06 Safe
8 41 6.06 12.35 5.38 -0.28 8 0 0.1 0.01 0 0.1 Safe
9 41 6.06 12.35 5.38 -0.28 8 0 0.1 0.01 0 0.1 Safe
10 40 10.07 22.35 11.2 -1.33 4 0.01 0.17 0.01 0.01 0.18 Safe
11 40 114.17 22.02 4.8 0.81 1 0.07 0.17 0.01 0 0.24 Safe
12 39.2 111.61 22.7 0.93 -2.01 5 0.07 0.18 0 0.01 0.24 Safe
13 39.2 111.61 22.7 0.93 -2.01 5 0.07 0.18 0 0.01 0.24 Safe
14 38.4 112.24 23.99 0.8 -2.01 5 0.07 0.19 0 0.01 0.25 Safe
15 38.4 112.24 23.99 0.8 -2.01 5 0.07 0.19 0 0.01 0.25 Safe
16 37.6 112.86 25.25 0.68 -2.01 5 0.07 0.2 0 0.01 0.26 Safe
17 37.6 112.86 25.25 0.68 -2.01 5 0.07 0.2 0 0.01 0.26 Safe
18 36.8 113.49 26.48 0.58 -2.01 5 0.07 0.21 0 0.01 0.27 Safe
19 36.8 113.49 26.48 0.58 -2.01 5 0.07 0.21 0 0.01 0.27 Safe
20 36 114.11 27.67 0.49 -2.01 5 0.07 0.22 0 0.01 0.28 Safe
21 36 181.55 27.22 7.18 0.81 1 0.11 0.21 0.01 0 0.32 Safe
22 34.2 172.02 24.41 3.77 -2.01 5 0.1 0.19 0 0.01 0.29 Safe
23 34.2 172.02 24.41 3.77 -2.01 5 0.1 0.19 0 0.01 0.29 Safe
24 32.4 173.43 20.52 3.45 -2.01 5 0.1 0.16 0 0.01 0.26 Safe
25 32.4 173.43 20.52 3.45 -2.01 5 0.1 0.16 0 0.01 0.26 Safe
26 30.6 174.83 16.17 3.13 -2.01 5 0.1 0.13 0 0.01 0.23 Safe
27 30.6 174.83 16.17 3.13 -2.01 5 0.1 0.13 0 0.01 0.23 Safe
28 28.8 176.24 11.56 2.82 -2.01 5 0.1 0.09 0 0.01 0.19 Safe
29 28.8 176.24 11.56 2.82 -2.01 5 0.1 0.09 0 0.01 0.19 Safe
30 27 177.64 6.92 2.51 -2.01 5 0.11 0.05 0 0.01 0.16 Safe
31 27 192.22 6.92 1.52 -2.01 5 0.11 0.05 0 0.01 0.17 Safe
32 25.2 207.38 6.43 2.13 0.81 1 0.12 0.05 0 0 0.17 Safe
33 25.2 207.38 6.43 2.13 0.81 1 0.12 0.05 0 0 0.17 Safe
34 23.4 208.79 8.45 0.72 0.81 1 0.12 0.07 0 0 0.19 Safe
35 23.4 208.79 8.45 0.72 0.81 1 0.12 0.07 0 0 0.19 Safe
36 21.6 210.19 7.44 0.69 0.81 1 0.12 0.06 0 0 0.18 Safe
37 21.6 210.19 7.44 0.69 0.81 1 0.12 0.06 0 0 0.18 Safe
38 19.8 211.6 3.51 2.04 0.81 1 0.13 0.03 0 0 0.15 Safe
39 19.8 211.6 3.51 2.04 0.81 1 0.13 0.03 0 0 0.15 Safe
40 18 213 3.07 3.39 0.81 1 0.13 0.02 0 0 0.15 Safe
41 18 228.42 3.07 3.42 0.81 1 0.14 0.02 0 0 0.16 Safe
42 16.2 212.25 3.13 0.02 -2.01 5 0.13 0.02 0 0.01 0.15 Safe
43 16.2 212.25 3.13 0.02 -2.01 5 0.13 0.02 0 0.01 0.15 Safe
44 14.4 213.65 3.07 0.29 -2.01 5 0.13 0.02 0 0.01 0.15 Safe
45 14.4 213.65 3.07 0.29 -2.01 5 0.13 0.02 0 0.01 0.15 Safe
46 12.6 215.06 2.32 0.55 -2.01 5 0.13 0.02 0 0.01 0.15 Safe
47 12.6 215.06 2.32 0.55 -2.01 5 0.13 0.02 0 0.01 0.15 Safe
48 10.8 234.04 3.91 1.59 0.81 1 0.14 0.03 0 0 0.17 Safe
49 10.8 234.04 3.91 1.59 0.81 1 0.14 0.03 0 0 0.17 Safe
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Sec. Elev. Pu Mu Vu Tu Comb Pu / Mu / Vu / Tu / Comb. Check
No. m KN KN.m KN KN.m . φPn φMn φVn φTn Stress
No. Ratio
50 9 235.44 9.39 2.79 0.81 1 0.14 0.07 0 0 0.21 Safe
51 9 243.84 9.39 4.19 0.81 1 0.14 0.07 0 0 0.22 Safe
52 7.2 245.24 3.88 3.11 0.81 1 0.15 0.03 0 0 0.18 Safe
53 7.2 245.24 3.88 3.11 0.81 1 0.15 0.03 0 0 0.18 Safe
54 5.4 246.65 0.05 2.03 0.81 1 0.15 0 0 0 0.15 Safe
55 5.4 246.65 0.05 2.03 0.81 1 0.15 0 0 0 0.15 Safe
56 3.6 248.06 1.91 1 0.81 1 0.15 0.01 0 0 0.16 Safe
57 3.6 248.06 1.91 1 0.81 1 0.15 0.01 0 0 0.16 Safe
58 1.8 249.46 1.92 0.01 0.81 1 0.15 0.01 0 0 0.16 Safe
59 1.8 249.46 1.92 0.01 0.81 1 0.15 0.01 0 0 0.16 Safe
60 0 250.87 0 0.99 0.81 1 0.15 0 0 0 0.15 Safe

Guy Wire Input Data

Wire Elev. of Elev. Radius Offset Leg Or Horizo Lateral Azimut Inital Efficie Comme
No. Attach. of of Base Type** Face ntal Offset h Tensio ncy nt
m Base m ID Offset m Adjust n %
m m m %
1 9 0 15 1 A 0 0 -15 10 90
2 9 0 15 1 B 0 0 -45 10 90
3 9 0 15 1 C 0 0 -75 10 90
4 9 0 15 1 C 0 0 15 10 90
5 18 0 15 1 A 0 0 -15 10 90
6 18 0 15 1 B 0 0 -45 10 90
7 18 0 15 1 C 0 0 -75 10 90
8 18 0 15 1 C 0 0 15 10 90
9 27 0 15 1 A 0 0 -15 10 90
10 27 0 15 1 B 0 0 -45 10 90
11 27 0 15 1 C 0 0 -75 10 90
12 27 0 15 1 C 0 0 15 10 90
13 36 0 15 1 A 0 0 -15 10 90
14 36 0 15 1 B 0 0 -45 10 90
15 36 0 15 1 C 0 0 -75 10 90
16 36 0 15 1 C 0 0 15 10 90
17 40 0 15 1 A 0 0 -15 10 90
18 40 0 15 1 B 0 0 -45 10 90
19 40 0 15 1 C 0 0 -75 10 90
20 40 0 15 1 C 0 0 15 10 90
**Offset Type :
1 SINGLE LEG

Guy Wire Check

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Diam. Force Breaking Tg φg φg Tg Ratio Check
No. mm KN Strength KN KN
KN
1 8 8.26 (1) 37.6 33.84 0.6 20.3 0.41 Safe
2 8 6.47 (4) 37.6 33.84 0.6 20.3 0.32 Safe
3 8 6.5 (6) 37.6 33.84 0.6 20.3 0.32 Safe
4 8 6.71 (8) 37.6 33.84 0.6 20.3 0.33 Safe
5 8 11.22 (1) 37.6 33.84 0.6 20.3 0.55 Safe
6 8 8.13 (4) 37.6 33.84 0.6 20.3 0.4 Safe
7 8 7.81 (6) 37.6 33.84 0.6 20.3 0.38 Safe
8 8 8.67 (8) 37.6 33.84 0.6 20.3 0.43 Safe
9 8 9.81 (1) 37.6 33.84 0.6 20.3 0.48 Safe
10 8 7.19 (4) 37.6 33.84 0.6 20.3 0.35 Safe
11 8 6.82 (6) 37.6 33.84 0.6 20.3 0.34 Safe
12 8 7.62 (8) 37.6 33.84 0.6 20.3 0.38 Safe
13 16 32.43 (1) 150 135 0.6 81 0.4 Safe
14 16 25.29 (4) 150 135 0.6 81 0.31 Safe
15 16 26.49 (6) 150 135 0.6 81 0.33 Safe
16 16 25.49 (8) 150 135 0.6 81 0.31 Safe
17 20 57.58 (1) 235 211.5 0.6 126.9 0.45 Safe
18 20 49.37 (3) 235 211.5 0.6 126.9 0.39 Safe
19 20 51.48 (5) 235 211.5 0.6 126.9 0.41 Safe
20 20 49.42 (7) 235 211.5 0.6 126.9 0.39 Safe

Guy Wire Force

Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
1 1 6.85 -4.2 1.82 8.24 -6.83 4.28 -1.84 8.26
1 2 5.55 -3.4 1.51 6.68 -5.54 3.48 -1.46 6.71
1 3 3.65 -2.25 1.04 4.41 -3.67 2.3 -0.92 4.43
1 4 1.84 -1.14 0.55 2.23 -1.88 1.16 -0.45 2.25
1 5 2.01 -1.25 0.55 2.43 -2.03 1.26 -0.53 2.45
1 6 0.85 -0.52 0.2 1.02 -0.85 0.53 -0.25 1.04
1 7 2.64 -1.62 0.64 3.16 -2.61 1.65 -0.76 3.18
1 8 4.56 -2.78 1.16 5.47 -4.52 2.85 -1.26 5.49
1 9 3.93 -2.41 1.05 4.73 -3.92 2.46 -1.05 4.75
1 10 3.67 -2.25 0.99 4.42 -3.67 2.31 -0.98 4.44
1 11 3.14 -1.93 0.86 3.79 -3.15 1.98 -0.83 3.81
1 12 2.6 -1.6 0.71 3.14 -2.61 1.64 -0.68 3.16
1 13 2.63 -1.62 0.71 3.17 -2.63 1.65 -0.7 3.19
1 14 2.32 -1.43 0.62 2.8 -2.33 1.46 -0.63 2.82
1 15 2.84 -1.74 0.74 3.42 -2.83 1.78 -0.78 3.44
1 16 3.39 -2.08 0.89 4.08 -3.38 2.13 -0.92 4.1
2 1 -0.55 -1.41 2.31 2.76 0.67 1.44 -2.29 2.79
2 2 -1.15 -2.76 4.52 5.42 1.25 2.83 -4.48 5.45
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
2 3 -1.33 -3.06 5.01 6.02 1.34 3.14 -4.98 6.04
2 4 -1.46 -3.28 5.36 6.45 1.41 3.36 -5.35 6.47
2 5 -0.97 -2.08 3.38 4.09 0.85 2.14 -3.41 4.11
2 6 -0.56 -1.17 1.87 2.28 0.46 1.19 -1.92 2.3
2 7 -0.26 -0.58 0.93 1.12 0.25 0.59 -0.95 1.15
2 8 -0.18 -0.47 0.75 0.9 0.23 0.48 -0.76 0.92
2 9 -0.71 -1.68 2.74 3.29 0.75 1.72 -2.74 3.32
2 10 -0.89 -2.07 3.39 4.07 0.92 2.13 -3.38 4.09
2 11 -0.95 -2.19 3.57 4.29 0.96 2.24 -3.56 4.31
2 12 -0.98 -2.22 3.63 4.37 0.96 2.28 -3.62 4.39
2 13 -0.85 -1.89 3.08 3.72 0.81 1.94 -3.09 3.74
2 14 -0.72 -1.61 2.61 3.15 0.69 1.65 -2.63 3.17
2 15 -0.64 -1.47 2.38 2.87 0.64 1.5 -2.39 2.89
2 16 -0.61 -1.41 2.29 2.75 0.62 1.44 -2.29 2.78
3 1 -0.18 -0.12 -0.06 0.23 0.21 0.13 0.05 0.25
3 2 -0.75 -0.46 -0.18 0.9 0.76 0.48 0.23 0.92
3 3 -2.66 -1.63 -0.65 3.19 2.64 1.66 0.77 3.21
3 4 -4.5 -2.74 -1.15 5.39 4.46 2.81 1.24 5.42
3 5 -3.92 -2.39 -1.04 4.7 3.89 2.46 1.05 4.73
3 6 -5.38 -3.3 -1.47 6.47 5.37 3.37 1.42 6.5
3 7 -3.68 -2.26 -1.05 4.44 3.7 2.32 0.93 4.46
3 8 -1.79 -1.12 -0.53 2.18 1.83 1.13 0.44 2.2
3 9 -2.03 -1.25 -0.55 2.45 2.04 1.28 0.54 2.47
3 10 -2.29 -1.41 -0.61 2.76 2.3 1.44 0.62 2.78
3 11 -2.85 -1.75 -0.75 3.43 2.85 1.79 0.78 3.45
3 12 -3.38 -2.07 -0.89 4.07 3.37 2.12 0.92 4.09
3 13 -3.33 -2.04 -0.89 4.01 3.32 2.09 0.89 4.03
3 14 -3.64 -2.23 -0.98 4.38 3.64 2.29 0.97 4.4
3 15 -3.16 -1.94 -0.87 3.8 3.16 1.99 0.83 3.82
3 16 -2.59 -1.6 -0.71 3.13 2.6 1.63 0.68 3.15
4 1 1.15 -2.49 -4.04 4.88 -1.03 2.55 4.06 4.9
4 2 0.54 -1.13 -1.81 2.2 -0.44 1.15 1.85 2.22
4 3 0.26 -0.58 -0.94 1.13 -0.25 0.6 0.96 1.16
4 4 0.21 -0.53 -0.86 1.03 -0.25 0.54 0.87 1.05
4 5 0.71 -1.79 -2.91 3.49 -0.84 1.82 2.89 3.51
4 6 1.13 -2.71 -4.44 5.33 -1.23 2.78 4.4 5.35
4 7 1.33 -3.07 -5.02 6.03 -1.35 3.14 4.99 6.05
4 8 1.51 -3.41 -5.56 6.69 -1.47 3.49 5.55 6.71
4 9 0.89 -2 -3.26 3.92 -0.86 2.05 3.26 3.95
4 10 0.71 -1.6 -2.6 3.13 -0.68 1.64 2.61 3.16
4 11 0.64 -1.47 -2.39 2.88 -0.64 1.51 2.4 2.9
4 12 0.62 -1.44 -2.34 2.81 -0.63 1.47 2.34 2.83
4 13 0.76 -1.79 -2.91 3.5 -0.8 1.83 2.91 3.52
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
4 14 0.89 -2.06 -3.37 4.05 -0.92 2.12 3.36 4.07
4 15 0.96 -2.19 -3.58 4.3 -0.96 2.25 3.57 4.32
4 16 0.99 -2.25 -3.67 4.42 -0.98 2.31 3.67 4.45
5 1 6.99 -8.52 1.85 11.18 -6.89 8.66 -1.86 11.22
5 2 5.1 -6.21 1.42 8.16 -5.03 6.34 -1.31 8.2
5 3 2.88 -3.55 0.88 4.65 -2.9 3.63 -0.68 4.7
5 4 1.31 -1.69 0.44 2.18 -1.41 1.7 -0.29 2.23
5 5 1.93 -2.47 0.54 3.18 -2.03 2.45 -0.52 3.22
5 6 0.66 -0.87 0.13 1.1 -0.72 0.85 -0.24 1.14
5 7 1.98 -2.43 0.43 3.17 -1.96 2.47 -0.62 3.21
5 8 3.95 -4.79 0.96 6.28 -3.85 4.89 -1.11 6.33
5 9 3.15 -3.85 0.84 5.05 -3.12 3.94 -0.84 5.1
5 10 2.83 -3.47 0.77 4.55 -2.82 3.55 -0.74 4.59
5 11 2.29 -2.82 0.65 3.69 -2.3 2.88 -0.59 3.73
5 12 1.76 -2.19 0.5 2.86 -1.79 2.23 -0.46 2.9
5 13 1.91 -2.37 0.52 3.09 -1.94 2.41 -0.51 3.13
5 14 1.46 -1.81 0.38 2.35 -1.48 1.84 -0.41 2.4
5 15 2.01 -2.47 0.51 3.22 -2.01 2.52 -0.57 3.27
5 16 2.56 -3.13 0.66 4.1 -2.54 3.2 -0.7 4.14
6 1 -0.32 -1.94 1.58 2.52 0.51 1.97 -1.56 2.57
6 2 -1 -4.95 4.08 6.49 1.14 5.05 -3.98 6.54
6 3 -1.15 -5.31 4.39 6.98 1.17 5.45 -4.29 7.03
6 4 -1.4 -6.16 5.05 8.09 1.3 6.29 -4.99 8.13
6 5 -0.77 -3.08 2.5 4.04 0.58 3.16 -2.52 4.09
6 6 -0.42 -1.57 1.22 2.03 0.27 1.58 -1.32 2.07
6 7 -0.2 -0.88 0.65 1.11 0.18 0.86 -0.75 1.16
6 8 -0.11 -0.75 0.57 0.95 0.21 0.74 -0.63 1
6 9 -0.47 -2.3 1.87 3 0.53 2.35 -1.87 3.05
6 10 -0.66 -3.15 2.58 4.13 0.71 3.22 -2.55 4.17
6 11 -0.72 -3.31 2.71 4.33 0.72 3.39 -2.68 4.38
6 12 -0.77 -3.44 2.81 4.5 0.74 3.52 -2.79 4.55
6 13 -0.62 -2.71 2.21 3.55 0.56 2.78 -2.21 3.6
6 14 -0.49 -2.15 1.73 2.81 0.45 2.2 -1.76 2.85
6 15 -0.42 -1.9 1.53 2.47 0.41 1.93 -1.56 2.51
6 16 -0.36 -1.71 1.38 2.23 0.39 1.75 -1.4 2.27
7 1 -0.31 -0.46 -0.11 0.57 0.41 0.44 0.09 0.61
7 2 -0.61 -0.81 -0.12 1.02 0.68 0.8 0.22 1.07
7 3 -1.98 -2.43 -0.43 3.16 1.96 2.46 0.62 3.2
7 4 -3.74 -4.52 -0.91 5.93 3.64 4.63 1.05 5.98
7 5 -2.5 -2.97 -0.65 3.93 2.4 3.11 0.66 3.98
7 6 -4.85 -5.91 -1.35 7.77 4.79 6.04 1.25 7.81
7 7 -2.87 -3.54 -0.88 4.64 2.9 3.63 0.68 4.69
7 8 -1.21 -1.56 -0.41 2.02 1.31 1.58 0.27 2.07
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
7 9 -1.07 -1.33 -0.29 1.73 1.1 1.36 0.29 1.77
7 10 -1.4 -1.74 -0.36 2.26 1.42 1.77 0.39 2.31
7 11 -2 -2.46 -0.51 3.21 1.99 2.51 0.56 3.25
7 12 -2.51 -3.07 -0.65 4.02 2.48 3.14 0.69 4.06
7 13 -2.33 -2.83 -0.62 3.72 2.3 2.92 0.62 3.77
7 14 -2.78 -3.4 -0.76 4.45 2.76 3.48 0.73 4.5
7 15 -2.28 -2.8 -0.64 3.67 2.29 2.87 0.58 3.72
7 16 -1.71 -2.13 -0.49 2.77 1.74 2.17 0.44 2.82
8 1 1.04 -4.26 -3.45 5.58 -0.84 4.34 3.47 5.62
8 2 0.4 -1.49 -1.15 1.93 -0.25 1.5 1.25 1.97
8 3 0.2 -0.88 -0.65 1.11 -0.18 0.86 0.75 1.15
8 4 0.12 -0.82 -0.62 1.04 -0.23 0.81 0.69 1.08
8 5 0.52 -2.84 -2.31 3.7 -0.71 2.87 2.29 3.74
8 6 0.96 -4.77 -3.94 6.25 -1.11 4.87 3.84 6.3
8 7 1.15 -5.29 -4.37 6.96 -1.16 5.43 4.27 7.01
8 8 1.49 -6.57 -5.38 8.62 -1.39 6.7 5.32 8.67
8 9 0.68 -2.98 -2.42 3.9 -0.62 3.04 2.43 3.94
8 10 0.48 -2.1 -1.7 2.75 -0.44 2.15 1.73 2.79
8 11 0.41 -1.88 -1.52 2.45 -0.41 1.92 1.55 2.5
8 12 0.37 -1.77 -1.43 2.3 -0.4 1.81 1.45 2.35
8 13 0.53 -2.56 -2.09 3.34 -0.59 2.61 2.08 3.39
8 14 0.65 -3.1 -2.54 4.07 -0.7 3.18 2.51 4.11
8 15 0.72 -3.29 -2.7 4.32 -0.72 3.38 2.67 4.36
8 16 0.78 -3.5 -2.86 4.58 -0.75 3.58 2.84 4.63
9 1 4.71 -8.44 1.22 9.74 -4.5 8.63 -1.24 9.81
9 2 3.46 -6.21 1 7.18 -3.32 6.39 -0.83 7.25
9 3 2.28 -4.21 0.76 4.85 -2.3 4.32 -0.48 4.91
9 4 1.37 -2.71 0.5 3.08 -1.54 2.73 -0.29 3.15
9 5 2.02 -3.97 0.58 4.49 -2.23 3.94 -0.56 4.56
9 6 0.92 -1.85 0.18 2.08 -1.06 1.83 -0.35 2.15
9 7 1.77 -3.26 0.33 3.72 -1.75 3.3 -0.61 3.79
9 8 2.86 -5.08 0.63 5.87 -2.69 5.22 -0.84 5.93
9 9 2.26 -4.09 0.59 4.71 -2.2 4.2 -0.6 4.78
9 10 2.03 -3.69 0.57 4.25 -1.99 3.8 -0.51 4.32
9 11 1.73 -3.18 0.51 3.66 -1.73 3.27 -0.42 3.73
9 12 1.43 -2.67 0.42 3.06 -1.48 2.73 -0.36 3.13
9 13 1.58 -2.97 0.43 3.39 -1.64 3.02 -0.43 3.46
9 14 1.23 -2.31 0.31 2.64 -1.27 2.36 -0.36 2.71
9 15 1.56 -2.88 0.38 3.3 -1.56 2.94 -0.46 3.36
9 16 1.89 -3.42 0.47 3.93 -1.84 3.51 -0.53 4
10 1 -0.26 -2.83 1.54 3.23 0.54 2.87 -1.52 3.29
10 2 -0.67 -5.37 3.01 6.19 0.88 5.5 -2.84 6.25
10 3 -0.76 -5.28 2.99 6.12 0.78 5.46 -2.79 6.18
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
10 4 -0.99 -6.16 3.43 7.12 0.82 6.33 -3.29 7.19
10 5 -0.66 -3.57 1.94 4.11 0.38 3.68 -1.95 4.18
10 6 -0.46 -2.46 1.24 2.79 0.25 2.47 -1.4 2.85
10 7 -0.29 -2.01 0.97 2.25 0.28 1.98 -1.17 2.32
10 8 -0.15 -1.64 0.8 1.83 0.32 1.62 -0.94 1.9
10 9 -0.35 -2.72 1.48 3.12 0.44 2.79 -1.48 3.19
10 10 -0.47 -3.47 1.92 4 0.54 3.57 -1.87 4.06
10 11 -0.51 -3.5 1.94 4.03 0.51 3.61 -1.88 4.1
10 12 -0.56 -3.66 2.02 4.22 0.51 3.77 -1.98 4.29
10 13 -0.48 -3.01 1.64 3.46 0.4 3.1 -1.64 3.53
10 14 -0.41 -2.57 1.37 2.94 0.34 2.63 -1.42 3.01
10 15 -0.35 -2.41 1.28 2.75 0.35 2.46 -1.34 2.82
10 16 -0.29 -2.18 1.16 2.49 0.34 2.23 -1.2 2.56
11 1 -0.52 -1.17 -0.17 1.29 0.72 1.14 0.16 1.36
11 2 -0.85 -1.73 -0.16 1.93 0.99 1.71 0.33 2
11 3 -1.72 -3.16 -0.31 3.61 1.7 3.21 0.6 3.68
11 4 -2.64 -4.69 -0.57 5.41 2.47 4.82 0.78 5.48
11 5 -1.75 -2.98 -0.43 3.48 1.55 3.16 0.45 3.55
11 6 -3.26 -5.84 -0.95 6.75 3.12 6.01 0.77 6.82
11 7 -2.22 -4.09 -0.74 4.71 2.23 4.2 0.46 4.78
11 8 -1.25 -2.48 -0.47 2.82 1.42 2.5 0.26 2.89
11 9 -0.92 -1.75 -0.26 1.99 0.98 1.8 0.25 2.06
11 10 -1.16 -2.18 -0.29 2.49 1.2 2.23 0.34 2.55
11 11 -1.52 -2.79 -0.36 3.2 1.51 2.86 0.45 3.26
11 12 -1.81 -3.27 -0.45 3.77 1.76 3.37 0.51 3.83
11 13 -1.63 -2.92 -0.43 3.37 1.57 3.03 0.43 3.44
11 14 -1.96 -3.56 -0.55 4.1 1.92 3.67 0.49 4.17
11 15 -1.68 -3.1 -0.49 3.56 1.69 3.18 0.41 3.63
11 16 -1.35 -2.53 -0.4 2.89 1.4 2.59 0.34 2.96
12 1 0.83 -4.66 -2.52 5.36 -0.55 4.76 2.54 5.43
12 2 0.44 -2.34 -1.17 2.65 -0.24 2.35 1.34 2.72
12 3 0.29 -1.98 -0.95 2.22 -0.28 1.95 1.15 2.28
12 4 0.16 -1.75 -0.86 1.96 -0.34 1.73 1 2.02
12 5 0.4 -3.75 -2.03 4.29 -0.69 3.8 2.02 4.35
12 6 0.64 -5.13 -2.88 5.92 -0.85 5.27 2.71 5.99
12 7 0.76 -5.22 -2.96 6.04 -0.77 5.4 2.75 6.11
12 8 1.05 -6.54 -3.64 7.56 -0.88 6.72 3.5 7.62
12 9 0.52 -3.25 -1.77 3.74 -0.43 3.34 1.77 3.8
12 10 0.39 -2.47 -1.32 2.83 -0.33 2.53 1.37 2.9
12 11 0.34 -2.35 -1.24 2.68 -0.34 2.4 1.3 2.75
12 12 0.29 -2.21 -1.18 2.52 -0.35 2.26 1.22 2.59
12 13 0.39 -2.96 -1.61 3.39 -0.47 3.03 1.61 3.46
12 14 0.46 -3.37 -1.86 3.88 -0.52 3.47 1.81 3.95
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
12 15 0.5 -3.44 -1.91 3.96 -0.5 3.55 1.85 4.03
12 16 0.57 -3.69 -2.03 4.25 -0.51 3.8 1.99 4.32
13 1 12.36 -29.42 3.2 32.07 -11.73 30.06 -3.23 32.43
13 2 10.63 -25.47 3.07 27.77 -10.2 26.09 -2.57 28.13
13 3 7.07 -17.36 2.31 18.89 -7.1 17.82 -1.54 19.25
13 4 3.41 -8.97 1.27 9.68 -3.9 9.23 -0.71 10.04
13 5 2.79 -7.66 0.85 8.19 -3.42 7.8 -0.82 8.55
13 6 2.21 -5.97 0.4 6.38 -2.64 6.13 -0.9 6.74
13 7 4.55 -11.1 0.81 12.02 -4.52 11.42 -1.58 12.38
13 8 8.34 -19.78 1.86 21.55 -7.85 20.31 -2.42 21.91
13 9 6.49 -15.65 1.71 17.03 -6.31 16.12 -1.72 17.39
13 10 6.18 -14.95 1.72 16.27 -6.05 15.41 -1.57 16.63
13 11 5.42 -13.28 1.57 14.43 -5.43 13.69 -1.34 14.79
13 12 4.34 -10.81 1.27 11.72 -4.49 11.16 -1.1 12.08
13 13 4.2 -10.51 1.15 11.38 -4.39 10.83 -1.15 11.74
13 14 3.9 -9.7 0.99 10.5 -4.03 10.02 -1.14 10.86
13 15 4.7 -11.47 1.14 12.45 -4.69 11.84 -1.37 12.81
13 16 5.73 -13.83 1.43 15.04 -5.59 14.26 -1.6 15.4
14 1 -0.83 -11.36 4.65 12.3 1.6 11.67 -4.62 12.66
14 2 -1.8 -19.35 8.17 21.09 2.36 19.88 -7.68 21.44
14 3 -2.47 -22.72 9.63 24.8 2.49 23.36 -9 25.16
14 4 -2.78 -22.86 9.57 24.93 2.28 23.47 -9.14 25.29
14 5 -2.01 -14.68 5.98 15.98 1.24 15.14 -6.01 16.34
14 6 -1.31 -9.3 3.54 10.03 0.75 9.55 -4.03 10.39
14 7 -0.7 -6.25 2.22 6.67 0.67 6.39 -2.85 7.03
14 8 -0.43 -6.33 2.36 6.76 0.93 6.49 -2.79 7.12
14 9 -1.15 -11.6 4.75 12.58 1.38 11.96 -4.74 12.94
14 10 -1.42 -13.76 5.7 14.96 1.59 14.19 -5.56 15.32
14 11 -1.58 -14.43 6 15.7 1.58 14.89 -5.81 16.06
14 12 -1.66 -14.47 5.99 15.75 1.51 14.93 -5.86 16.11
14 13 -1.5 -12.57 5.14 13.66 1.26 12.98 -5.15 14.02
14 14 -1.28 -10.9 4.38 11.81 1.11 11.25 -4.53 12.17
14 15 -1.09 -9.93 3.96 10.75 1.08 10.25 -4.15 11.11
14 16 -1 -9.85 3.96 10.66 1.15 10.17 -4.09 11.02
15 1 -1.42 -4.26 -0.48 4.51 2.05 4.4 0.45 4.87
15 2 -2.01 -5.47 -0.34 5.83 2.44 5.63 0.84 6.19
15 3 -4.33 -10.57 -0.76 11.45 4.3 10.89 1.53 11.81
15 4 -8.14 -19.29 -1.81 21.01 7.65 19.82 2.36 21.37
15 5 -8.44 -19.81 -2.16 21.64 7.81 20.45 2.19 21.99
15 6 -10.02 -23.96 -2.9 26.13 9.59 24.58 2.4 26.49
15 7 -6.79 -16.66 -2.23 18.13 6.82 17.12 1.46 18.49
15 8 -3.29 -8.69 -1.24 9.37 3.78 8.94 0.68 9.73
15 9 -3.4 -8.53 -0.94 9.23 3.59 8.84 0.93 9.59
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
15 10 -3.74 -9.3 -0.94 10.07 3.87 9.63 1.09 10.43
15 11 -4.58 -11.19 -1.11 12.14 4.57 11.56 1.34 12.5
15 12 -5.64 -13.61 -1.4 14.79 5.49 14.04 1.57 15.15
15 13 -5.72 -13.74 -1.5 14.96 5.53 14.21 1.51 15.32
15 14 -6.02 -14.56 -1.67 15.85 5.89 15.02 1.52 16.21
15 15 -5.31 -12.99 -1.54 14.12 5.32 13.4 1.31 14.48
15 16 -4.25 -10.58 -1.25 11.47 4.4 10.93 1.08 11.83
16 1 2.2 -16.16 -6.58 17.58 -1.42 16.62 6.61 17.94
16 2 1.26 -8.89 -3.37 9.59 -0.71 9.14 3.86 9.95
16 3 0.69 -6.17 -2.19 6.59 -0.66 6.31 2.82 6.95
16 4 0.44 -6.4 -2.39 6.84 -0.94 6.56 2.82 7.2
16 5 1 -12.81 -5.23 13.87 -1.77 13.12 5.21 14.23
16 6 1.74 -18.75 -7.92 20.43 -2.3 19.27 7.43 20.78
16 7 2.45 -22.55 -9.55 24.61 -2.48 23.19 8.93 24.97
16 8 2.8 -23.04 -9.64 25.13 -2.3 23.66 9.21 25.49
16 9 1.53 -12.87 -5.26 13.99 -1.3 13.28 5.27 14.35
16 10 1.25 -10.65 -4.28 11.55 -1.09 11 4.43 11.91
16 11 1.08 -9.8 -3.91 10.6 -1.07 10.11 4.1 10.96
16 12 1 -9.79 -3.94 10.6 -1.15 10.11 4.07 10.96
16 13 1.19 -11.9 -4.87 12.91 -1.42 12.27 4.86 13.27
16 14 1.39 -13.52 -5.6 14.7 -1.56 13.95 5.46 15.06
16 15 1.56 -14.29 -5.95 15.56 -1.57 14.76 5.76 15.92
16 16 1.66 -14.42 -5.96 15.69 -1.51 14.88 5.84 16.05
17 1 20.05 -53.06 5.2 56.96 -19.13 54.06 -5.23 57.58
17 2 18.44 -49.19 5.28 52.8 -17.81 50.16 -4.57 53.42
17 3 10.85 -29.58 3.53 31.71 -10.88 30.35 -2.45 32.33
17 4 3.54 -10.55 1.45 11.22 -4.24 11.04 -0.67 11.84
17 5 1.81 -6.11 0.62 6.4 -2.72 6.45 -0.59 7.03
17 6 2.11 -6.56 0.29 6.89 -2.75 6.93 -1 7.52
17 7 5.58 -15.07 0.91 16.09 -5.54 15.65 -1.99 16.72
17 8 13.47 -35.59 3.04 38.18 -12.77 36.44 -3.82 38.8
17 9 9.89 -26.47 2.6 28.38 -9.61 27.24 -2.61 29.01
17 10 9.58 -25.77 2.66 27.62 -9.39 26.52 -2.44 28.24
17 11 7.93 -21.57 2.3 23.09 -7.94 22.26 -1.98 23.72
17 12 5.55 -15.31 1.64 16.37 -5.76 15.93 -1.4 16.99
17 13 4.56 -12.71 1.27 13.57 -4.84 13.28 -1.26 14.19
17 14 4.7 -12.95 1.17 13.83 -4.89 13.53 -1.39 14.45
17 15 6.36 -17.22 1.53 18.42 -6.35 17.86 -1.85 19.04
17 16 8.59 -23.04 2.14 24.68 -8.38 23.76 -2.38 25.31
18 1 -1.04 -16.58 6.13 17.71 2.12 17.16 -6.1 18.34
18 2 -2.74 -32.73 12.43 35.12 3.52 33.58 -11.73 35.75
18 3 -4.43 -45.39 17.21 48.74 4.46 46.39 -16.29 49.37
18 4 -4.61 -42.39 15.93 45.52 3.9 43.36 -15.29 46.14
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
18 5 -3.18 -26.04 9.55 27.92 2.1 26.81 -9.58 28.55
18 6 -1.66 -12.57 4.27 13.38 0.88 13.07 -4.97 14.01
18 7 -0.66 -6.45 1.93 6.77 0.63 6.79 -2.84 7.39
18 8 -0.39 -7.66 2.52 8.07 1.1 8.03 -3.15 8.7
18 9 -1.59 -17.82 6.58 19.06 1.91 18.46 -6.57 19.69
18 10 -2.08 -22.44 8.37 24.04 2.32 23.16 -8.16 24.67
18 11 -2.47 -25.14 9.4 26.96 2.48 25.91 -9.13 27.59
18 12 -2.54 -24.57 9.14 26.33 2.33 25.33 -8.95 26.96
18 13 -2.22 -20.69 7.62 22.16 1.89 21.39 -7.63 22.79
18 14 -1.74 -16.31 5.91 17.43 1.5 16.93 -6.12 18.06
18 15 -1.31 -13.13 4.72 14.01 1.3 13.7 -4.99 14.64
18 16 -1.27 -13.92 5.05 14.86 1.48 14.5 -5.24 15.49
19 1 -1.5 -5.25 -0.54 5.49 2.41 5.6 0.51 6.11
19 2 -1.97 -6.15 -0.25 6.47 2.6 6.53 0.96 7.09
19 3 -5.42 -14.64 -0.87 15.63 5.39 15.21 1.95 16.26
19 4 -13.83 -36.55 -3.13 39.2 13.13 37.39 3.91 39.82
19 5 -17.93 -47.36 -4.64 50.86 17.02 48.36 4.67 51.48
19 6 -17.58 -46.87 -5.04 50.31 16.95 47.83 4.33 50.93
19 7 -10.61 -28.93 -3.47 31.01 10.64 29.7 2.38 31.63
19 8 -3.68 -10.94 -1.49 11.63 4.38 11.43 0.71 12.26
19 9 -4.29 -11.96 -1.19 12.76 4.56 12.53 1.18 13.39
19 10 -4.63 -12.77 -1.16 13.64 4.82 13.35 1.37 14.26
19 11 -6.38 -17.29 -1.54 18.49 6.37 17.93 1.86 19.12
19 12 -8.75 -23.47 -2.19 25.14 8.54 24.19 2.42 25.77
19 13 -9.61 -25.73 -2.53 27.58 9.34 26.5 2.54 28.21
19 14 -9.51 -25.59 -2.64 27.42 9.32 26.35 2.43 28.05
19 15 -7.96 -21.64 -2.31 23.17 7.97 22.33 1.98 23.8
19 16 -5.7 -15.74 -1.68 16.83 5.91 16.36 1.45 17.45
20 1 3.24 -26.52 -9.72 28.43 -2.16 27.28 9.75 29.05
20 2 1.63 -12.24 -4.15 13.03 -0.85 12.74 4.85 13.66
20 3 0.66 -6.46 -1.93 6.77 -0.63 6.8 2.85 7.4
20 4 0.38 -7.51 -2.46 7.92 -1.09 7.89 3.09 8.54
20 5 1.11 -17.22 -6.36 18.39 -2.19 17.79 6.33 19.01
20 6 2.7 -32.19 -12.23 34.54 -3.48 33.04 11.53 35.17
20 7 4.44 -45.44 -17.23 48.8 -4.47 46.44 16.31 49.42
20 8 4.55 -41.81 -15.71 44.9 -3.84 42.78 15.08 45.53
20 9 2.25 -21.04 -7.74 22.53 -1.93 21.74 7.75 23.16
20 10 1.74 -16.34 -5.92 17.47 -1.51 16.96 6.13 18.1
20 11 1.33 -13.31 -4.78 14.21 -1.32 13.88 5.05 14.83
20 12 1.27 -13.99 -5.07 14.93 -1.49 14.57 5.26 15.56
20 13 1.62 -18.16 -6.7 19.42 -1.94 18.8 6.69 20.05
20 14 2.09 -22.47 -8.39 24.08 -2.32 23.2 8.18 24.7
20 15 2.49 -25.32 -9.46 27.15 -2.5 26.09 9.19 27.77
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Wire Comb. Fx at Fy at Fz at Ft at Fx at Fy at Fz at Ft at
No. No. Base Base Base Base Attach. Attach. Attach. Attach.
KN KN KN KN KN KN KN KN
20 16 2.55 -24.63 -9.16 26.4 -2.33 25.39 8.97 27.03

Reactions From The Tower

Total reaction on foundation

Comb Shear X Vertical Shear Z Horiz. Moment Torque Moment Horiz.
No. KN KN KN Shear Mx My Mz Moment
KN KN.m KN.m KN.m KN.m
1 53.48 47.77 1.83 53.51 69.54 0.72 -1416.14 1417.85
2 34.53 47.77 32.38 47.34 860.65 -1.91 -947.54 1280.06
3 2.61 47.77 38.78 38.86 1047.03 -2.24 -100.25 1051.81
4 -31.88 47.77 29.33 43.33 759.06 -4.91 866.88 1152.24
5 -28.14 47.77 -1.29 28.17 -49.76 -2.04 826.08 827.58
6 -32.13 47.77 -30.35 44.19 -800.73 2.76 874.06 1185.39
7 -1.62 47.77 -38.38 38.41 -1033.01 3.65 65 1035.06
8 32.75 47.77 -29.99 44.41 -767.12 4.16 -877.03 1165.19
9 16.06 40.64 0.55 16.06 20.2 0.24 -424.33 424.82
10 10.37 40.64 9.73 14.22 258.09 -0.6 -283.78 383.59
11 0.78 40.64 11.65 11.68 314.4 -0.66 -29.15 315.75
12 -9.58 40.64 8.81 13.01 227.67 -1.48 261.39 346.64
13 -9.06 40.64 -0.39 9.07 -15.47 -0.6 261.15 261.61
14 -9.65 40.64 -9.12 13.28 -241.34 0.8 263.53 357.35
15 -0.48 40.64 -11.54 11.55 -311.38 1.1 20.33 312.04
16 9.84 40.64 -9.01 13.34 -231.25 1.24 -262.71 349.99
Max. 53.48 47.77 38.78 53.51 1047.03 -4.91 -1416.14 1417.85

Individual support reaction

Joint Comb Rx Ry Rz RMx RMy RMz
No. No. KN KN KN KN.m KN.m KN.m

Pole 1 0.99 250.87 -0.01 0 0.81 0

2 0.64 244.12 0.61 0 -1.99 0
3 0.04 234.98 0.7 0 -2.21 0
4 -0.57 238.48 0.55 0 -4.92 0
5 -0.32 232.57 -0.01 0 -2.01 0
6 -0.57 240.02 -0.57 0 2.69 0
7 0.01 234.47 -0.7 0 3.68 0
8 0.64 238.8 -0.57 0 4.14 0
9 0.44 196.18 0 0 0.24 0
10 0.26 196.23 0.24 0 -0.6 0
11 0.02 196.26 0.25 0 -0.66 0
12 -0.2 196.26 0.22 0 -1.48 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Joint Comb Rx Ry Rz RMx RMy RMz
No. No. KN KN KN KN.m KN.m KN.m

13 -0.13 196.33 0 0 -0.6 0

14 -0.2 196.24 -0.22 0 0.81 0
15 0.02 196.26 -0.25 0 1.1 0
16 0.25 196.26 -0.23 0 1.24 0
Max 0.99 250.87 0.7 0 -4.92 0
Guy 1 50.96 -103.65 13.29 0 0 0
@15m
165Deg 2 43.17 -90.49 12.28 0 0 0
3 26.73 -56.95 8.53 0 0 0
4 11.46 -25.06 4.21 0 0 0
5 10.56 -21.45 3.13 0 0 0
6 6.76 -15.77 1.2 0 0 0
7 16.51 -33.48 3.12 0 0 0
8 33.19 -68.03 7.66 0 0 0
9 25.72 -52.48 6.79 0 0 0
10 24.3 -50.13 6.7 0 0 0
11 20.52 -42.77 5.89 0 0 0
12 15.68 -32.58 4.54 0 0 0
13 14.87 -30.18 4.08 0 0 0
14 13.62 -28.2 3.46 0 0 0
15 17.47 -35.78 4.29 0 0 0
16 22.17 -45.5 5.59 0 0 0
Max 50.96 -103.65 13.29 0 0 0
Guy 1 -3 -34.12 16.22 0 0 0
@15m
75Deg 2 -7.37 -65.16 32.21 0 0 0
3 -10.14 -81.77 39.22 0 0 0
4 -11.25 -80.85 39.33 0 0 0
5 -7.59 -49.45 23.36 0 0 0
6 -4.4 -27.06 12.14 0 0 0
7 -2.1 -16.17 6.7 0 0 0
8 -1.26 -16.84 7 0 0 0
9 -4.27 -36.12 17.42 0 0 0
10 -5.53 -44.9 21.96 0 0 0
11 -6.23 -48.56 23.61 0 0 0
12 -6.51 -48.36 23.58 0 0 0
13 -5.66 -40.88 19.68 0 0 0
14 -4.63 -33.54 16.01 0 0 0
15 -3.81 -28.84 13.87 0 0 0
16 -3.52 -29.06 13.84 0 0 0
Max -11.25 -81.77 39.33 0 0 0
Guy 1 -3.93 -11.26 -1.36 0 0 0
@15m
345Deg 2 -6.2 -14.62 -1.05 0 0 0
3 -16.1 -32.43 -3.01 0 0 0
4 -32.84 -67.79 -7.57 0 0 0
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Joint Comb Rx Ry Rz RMx RMy RMz
No. No. KN KN KN KN.m KN.m KN.m

5 -34.53 -75.51 -8.92 0 0 0

6 -41.08 -85.87 -11.7 0 0 0
7 -26.16 -55.49 -8.37 0 0 0
8 -11.22 -24.79 -4.15 0 0 0
9 -11.71 -24.81 -3.23 0 0 0
10 -13.23 -27.4 -3.36 0 0 0
11 -17.34 -35.47 -4.26 0 0 0
12 -22.1 -45.49 -5.57 0 0 0
13 -22.62 -47.27 -5.97 0 0 0
14 -23.91 -49.34 -6.6 0 0 0
15 -20.38 -42.46 -5.85 0 0 0
16 -15.61 -32.57 -4.52 0 0 0
Max -41.08 -85.87 -11.7 0 0 0
Guy 1 8.46 -54.07 -26.31 0 0 0
@15m
255Deg 2 4.28 -26.09 -11.66 0 0 0
3 2.1 -16.07 -6.66 0 0 0
4 1.31 -17.01 -7.19 0 0 0
5 3.74 -38.4 -18.85 0 0 0
6 7.17 -63.55 -31.41 0 0 0
7 10.12 -81.57 -39.13 0 0 0
8 11.41 -81.37 -39.93 0 0 0
9 5.88 -42.14 -20.44 0 0 0
10 4.58 -33.17 -15.81 0 0 0
11 3.8 -28.82 -13.84 0 0 0
12 3.55 -29.19 -13.95 0 0 0
13 4.48 -37.37 -18.18 0 0 0
14 5.48 -44.53 -21.77 0 0 0
15 6.22 -48.54 -23.59 0 0 0
16 6.54 -48.49 -23.69 0 0 0
Max 11.41 -81.57 -39.93 0 0 0

Comparison of Reaction Force Vs. Applied Loads

Base moment reaction Vs. applied base moment

Comb Reaction Reaction Reaction Applied OTM Applied Applied OTM Change %
No. OTM X Torque OTM Z X Torque Z
KN.m KN.m KN.m KN.m KN.m KN.m
1 69.54 0.72 -1416.14 -69.33 -0.81 1411.41 0.3352
2 860.65 -1.91 -947.54 -857.87 1.99 944.41 0.3288
3 1047.03 -2.24 -100.25 -1043.55 2.21 100.08 0.3324
4 759.06 -4.91 866.88 -756.53 4.92 -864.06 0.3296
5 -49.76 -2.04 826.08 49.63 2.01 -823.07 0.3649
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Comb Reaction Reaction Reaction Applied OTM Applied Applied OTM Change %
No. OTM X Torque OTM Z X Torque Z
KN.m KN.m KN.m KN.m KN.m KN.m
6 -800.73 2.76 874.06 798.11 -2.69 -871.16 0.3307
7 -1033.01 3.65 65 1029.55 -3.68 -64.89 0.3356
8 -767.12 4.16 -877.03 764.55 -4.14 874.23 0.3275
9 20.2 0.24 -424.33 -20.19 -0.24 423.45 0.2085
10 258.09 -0.6 -283.78 -257.54 0.6 283.18 0.2142
11 314.4 -0.66 -29.15 -313.69 0.66 29.12 0.2262
12 227.67 -1.48 261.39 -227.16 1.48 -260.81 0.224
13 -15.47 -0.6 261.15 15.45 0.6 -260.5 0.2489
14 -241.34 0.8 263.53 240.8 -0.81 -262.96 0.2228
15 -311.38 1.1 20.33 310.66 -1.1 -20.3 0.232
16 -231.25 1.24 -262.71 230.72 -1.24 262.14 0.2233

Force reaction Vs. applied forces

Comb Reaction Reaction Reaction Applied Applied Applied Error %
No. Shear X Vertical Shear Z Shear X Vertical Shear Z
KN KN KN KN KN KN
1 53.48 47.77 1.83 -53.48 -47.77 -1.83 0
2 34.53 47.77 32.38 -34.53 -47.77 -32.38 0
3 2.61 47.77 38.78 -2.61 -47.77 -38.78 0
4 -31.88 47.77 29.33 31.88 -47.77 -29.33 0
5 -28.14 47.77 -1.29 28.14 -47.77 1.29 0
6 -32.13 47.77 -30.35 32.13 -47.77 30.35 0
7 -1.62 47.77 -38.38 1.62 -47.77 38.38 0
8 32.75 47.77 -29.99 -32.75 -47.77 29.99 0
9 16.06 40.64 0.55 -16.06 -40.64 -0.55 0
10 10.37 40.64 9.73 -10.37 -40.64 -9.73 0
11 0.78 40.64 11.65 -0.78 -40.64 -11.65 0
12 -9.58 40.64 8.81 9.58 -40.64 -8.81 0
13 -9.06 40.64 -0.39 9.06 -40.64 0.39 0
14 -9.65 40.64 -9.12 9.65 -40.64 9.12 0
15 -0.48 40.64 -11.54 0.48 -40.64 11.54 0
16 9.84 40.64 -9.01 -9.84 -40.64 9.01 0

Displacement at non service condition

Elevation Deflection X Down Deflection Z Horiz. Tilt Twist
m mm mm mm Deflection Deg My
mm Deg
45 243.9 (5) -5.5 (1) 208.9 (7) 244.2 (5) 1.51 (5) 1.1 (4)
40 -139.6 (1) -5.5 (1) -111.8 (3) 140.1 (1) 1.35 (5) 1.1 (4)
36 -94.6 (1) -5.2 (1) -59.6 (3) 95 (1) 0.83 (5) 1.02 (4)
27 -81 (1) -4.1 (1) -41.9 (2) 81.1 (1) 0.03 (3) 0.81 (4)
18 -57.3 (1) -2.9 (1) 30.7 (8) 57.3 (1) 0.26 (1) 0.56 (4)
9 -19.1 (1) -1.5 (1) 10.1 (7) 19.1 (1) 0.18 (1) 0.29 (4)
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4

Displacement at service condition

Elevation Deflection X Down Deflection Z Horiz. Tilt Twist
m mm mm mm Deflection Deg My
mm Deg
45 58 (13) -4.3 (13) 52.3 (15) 58.1 (13) 0.38 (13) 0.33 (12)
40 -29.3 (9) -4.3 (13) 25.3 (15) 29.3 (9) 0.33 (13) 0.33 (12)
36 -18.6 (9) -4.1 (13) -12.6 (11) 18.7 (9) 0.18 (13) 0.31 (12)
27 -16.8 (9) -3.2 (13) -9.6 (10) 16.8 (9) 0.02 (13) 0.24 (12)
18 -12 (9) -2.2 (13) -6.8 (10) 12 (9) 0.05 (9) 0.17 (12)
9 -4.7 (9) -1.2 (13) 2.9 (15) 4.7 (9) 0.04 (9) 0.09 (12)

DESIGN OF ANCHOR ROD

Name: BaseConn
Design is safe with usage ratio 0.18

Connection Parameters
Located at: Pole.

Design code = ANSI/TIA-222-G-2

Diameter of base plate = 360 mm

Type of bolt analysis = Elastic

Dist. above concrete to bottom of leveling nut = 75 mm

Orientation of the connection = 0 Deg

Location of support reaction X = 0 mm

Z = 0 mm

Use of grout under base plate = YES

Use of leveling nut under base plate = NO

Total length of anchor rod = 600 mm

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4

Bolt Specification

# Diam X-Coord. Z-Coord. Material

mm mm mm Name

1 16 155 0 A572-50
2 16 77.5 134.2 A572-50
3 16 -77.5 134.2 A572-50
4 16 -155 0 A572-50
5 16 -77.5 -134.2 A572-50
6 16 77.5 -134.2 A572-50

Critical Reaction in Global Coordinate System

# Support Load Fx Fy Fz Horiz. Mx My Mz Horiz.

Com. KN KN KN Force KN.m KN.m KN.m Moment
KN KN.m
1 Pole 4 -0.57 238.48 0.55 0.8 0 -4.92 0 0

Critical Action in Local Coordinates of Connection

# Support Load Fx Fy Fz Horiz. Mx My Mz Horiz.

Com. KN KN KN Force KN.m KN.m KN.m Moment
KN KN.m
1 Pole 4 0.57 -238.48 -0.55 0.8 0 4.92 0 0

Force distribution in anchor rods

# Diam Fx Fy Fz
mm #1 #1 #1
KN KN KN
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
# Diam Fx Fy Fz
mm #1 #1 #1
KN KN KN
1 16 0.1 -39.75 -5.39
2 16 4.68 -39.75 -2.74
3 16 4.68 -39.75 2.56
4 16 0.1 -39.75 5.2
5 16 -4.49 -39.75 2.56
6 16 -4.49 -39.75 -2.74

Bolt Design

Anchor rod diameter d = 16 mm

Material of anchor rod = A572-50

Gross area of anchor rod Ag = 201.1 mm2

Net area of anchor rod An = 150.8 mm2

Minimum tensile strength of anchor rod Fu = 448.2 MPa

Minimum yield strength of anchor rod Fy = 344.7 MPa

Maximum compression Puc = 41.81 KN

Maximum tension Put = 0 KN

Considered axial force in interaction 1 Pu1 = 0 KN

Shear force in interaction 1 Vu1 = 5.42 KN

Nominal tensile strength of anchor rod Rnt = 67.58 KN

φ = 0.8

η = 0.55

Interaction equation = [ Pu1 + ( Vu1 / η ) ] / φRnt

= 0.18

Bolt status Safe as 0.18 < 1.0

DESIGN OF ANCHOR ROD

Name: Guy Base
Design is safe with usage ratio 0.86

Connection Parameters
Located at: Guy @15m 165Deg, Guy @15m 75Deg, Guy @15m 345Deg and Guy @15m 255Deg.
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4

Design code = ANSI/TIA-222-G-2

Width of base plate = 300 mm

Height of base plate = 400 mm

Type of bolt analysis = Elastic

Dist. above concrete to bottom of leveling nut = 50 mm

Orientation of the connection = 90 Deg

Location of support reaction X = 0 mm

Z = 0 mm

Use of grout under base plate = YES

Use of leveling nut under base plate = YES

Total length of anchor rod = 800 mm

Bolt Specification

# Diam X-Coord. Z-Coord. Material

mm mm mm Name

1 27 -100 -150 A572-50

2 27 -100 150 A572-50
3 27 100 -150 A572-50
4 27 100 150 A572-50
5 27 -100 0 A572-50
6 27 100 0 A572-50
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Critical Reaction in Global Coordinate System

# Support Load Fx Fy Fz Horiz. Mx My Mz Horiz.

Com. KN KN KN Force KN.m KN.m KN.m Moment
KN KN.m
Guy @15m
1 1 50.96 -103.65 13.29 52.66 0 0 0 0
165Deg

Critical Action in Local Coordinates of Connection

# Support Load Fx Fy Fz Horiz. Mx My Mz Horiz.

Com. KN KN KN Force KN.m KN.m KN.m Moment
KN KN.m
Guy @15m
1 1 0.35 103.65 52.66 52.66 0 0 0 0
165Deg

Force distribution in anchor rods

# Diam Fx Fy Fz
mm #1 #1 #1
KN KN KN
1 27 0.06 17.28 8.78

2 27 0.06 17.28 8.78

3 27 0.06 17.28 8.78
4 27 0.06 17.28 8.78
5 27 0.06 17.28 8.78

6 27 0.06 17.28 8.78

Bolt Design

Anchor rod diameter d = 27 mm

Material of anchor rod = A572-50

Gross area of anchor rod Ag = 572.6 mm2

Net area of anchor rod An = 429.4 mm2

Minimum tensile strength of anchor rod Fu = 448.2 MPa

Minimum yield strength of anchor rod Fy = 344.7 MPa

Maximum compression Puc = 0 KN

Maximum tension Put = 17.28 KN

Considered axial force in interaction 1 Pu1 = 17.28 KN

Shear force in interaction 1 Vu1 = 8.78 KN

Nominal tensile strength of anchor rod Rnt = 192.45 KN

ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
φ = 0.8

η = 0.55

Interaction equation = [ Pu1 + ( Vu1 / η ) ] / φRnt

= 0.22

Bolt status Safe as 0.22 < 1.0

Check the Pullout Resistance of Anchor

Type of anchor rod head = Hex Nut

Maximum tension in anchor T = 17.28 KN

Bearing area of anchor head Abrg = 847.9 mm2

Concrete compressive strength F'c = 21 MPa

Modification factor for pullout resistance Ψcp = 1

The pullout resistance of anchor Np = Ψ 8 Abrg F'c

= 142.45 KN

Strength reduction factor φ = 0.7

Available pullout resistance φNp = 99.71 KN

Utilization ratio T / φNp = 0.17

Saftey satus Safe as 0.17 < 1.0

Check the Development Length of Anchor

Assumption:
The tension forces are transferred to the longitudinal rebars , which will restrain the concrete failure prism.
Therefore, concrete breakout strength in tension is not checked. The longitudinal reinforcement shall be
developed on either sides of the breakout surface. This development length is calculated to estimate the
minimum embedment length of the anchor.

The reinforcement bars are deformed bars without

hook
Diameter of reinforcement bars db = 16 mm

Side cover for reinforcement bars = 75 mm

Top cover for reinforcement bars Ct = 50 mm

Minimum spacing between reinforcement bars = 150 mm

Maximum spacing between reinforcement and
Sa = 150 mm
anchor
Concrete compressive strength F'c = 21 MPa
ASMTower 2018.4 Job No. 40m Guyed Pole Rev. No. A
Client OG Date 5/11/2017
Project GSM Network Designed by M.Joe
Checked by A.S.M
ASMTower 2018.4
Yielding strength of reinforcement bars Fy = 420 MPa
Lesser of one-half the spacing between anchors and
cb = 75 mm
distance from bar to nearest concrete surface
Epoxy coated factor Ψe = 1

Size factor Ψs = 0.8

Casting position factor Ψt = 1

Light weight concrete factor λ = 1

Transverse reinforcement index ktr = 0 mm

Reinforcement bars development length ldr = FyΨt Ψe Ψs /[1.1λ Sqrt(Fc) (cb +Ktr)/db] db

= not less 300 mm

= 426.6 mm

Length of anchor above top of concrete surface O = 75 mm

Required embeded length for anchor rod Lan = ldr + Ct + Sa / 1.5 + a

= 626.6 mm

Required total length for anchor rod Ltr = Lan + O

= 701.6 mm

Supplied total length for anchor rod Lts = 800 mm

Utilization ratiofor embeded length = 0.86

Saftey satus Safe as 0.86 < 1.0

 Deformation Chart Of 40m Guyed Pole
Max Service Wind
45 45 45

40 40 40

30 30 30
Elevation ,m

20 20 20

10 10 10

0 0 0
0 10 20 30 40 50 60 0 0.1 0.2 0.3 0.4 0 0.08 0.16 0.24 0.32 0.4
Disp ,mm Tilt ,Deg Twist ,Deg
 Global Moment and Shear Chart Of 40m Guyed Pole
Max Design Wind
45 45

40 40

30 30
Elevation ,m

20 20

10 10

0 0
0 7 14 21 28 0 3 6 9 12
Bending Moment ,KN.m Shear Force ,KN
 Global Moment and Shear Chart Of 40m Guyed Pole
1.2D.L.+1Dg+1.6DesignWL_0Deg_36.11m/s
45 45

40 40

30 30
Elevation ,m

20 20

10 10

0 0
-9 0 9 18 27 36 -15 -10 -5 0 5 10
Bending Moment ,KN.m Shear Force ,KN
 LEG GRADE

DIAGONALS

HEIGHT (m)
ELEVATION

MAIN LEGS
PANEL NO.

DIAGONAL
WIDTH (m)

PANELS
TOWER

GRADE
(m)
45 0.25

SP 250x10mm

ROUND

N.A.

N.A.
A36
1

40 0.25
40m
40 0.25
SP 250x10mm

ROUND

Wir
N.A.

N.A.
A36
2

e2
0 L=
36 0.25

42.7
36m
36 0.25

2m
W ir

IT=
e1

23.
6L

5K
SP 250x10mm

= 39

NB
ROUND

N.A.

N.A.
A36

mI

S=2
3

T=1

3 5KN
5KN
BS
=15
0KN
27 0.25
27m
27 0.25

Wi
re
8L
=3
SP 250x10mm

0 .8
ROUND

87
N.A.

N.A.
A36

m
IT =
3 .7
6K
NB
S=
37
18 0.25

.6 K
18m

N
18 0.25
W
ir e
8
L=
23
SP 250x10mm

.4
3
ROUND

1m
N.A.

N.A.
A36

5
IT
=3
.7
6
KN
BS
=3
7 .6
KN

9 0.25
9m
9 0.25 Wi
re
8L A 5/11/2017 First issue M.Joe M.Joe A.S.M
=1
7 .4
93 REV. DATE REVISION/ISSUE DRN DGN CHD APD
m
IT =
REVISIONS
SP 250x10mm

3.7
6K
N CONFIDENTIALTY :
ROUND

BS
N.A.

N.A.
A36

THESE DRAWINGS AND DESIGNS ARE STRICTLY CONFIDENTIAL AND

6 = 37 PROTECTED BY INTERNATIONAL COPYRIGHT LAW.DETAILS MUST NOT BE
.6 K DISCLOSED, REPRODUCED OR COMMUNICATED TO A 3rd PARTY IN ANY
N FORM OR MANNER WITHOUT THE PRIOR WRITTEN PERMISSION OF ASM
FOR ENGINEERING SERIVCES.

ASM

0 0.25 DRAWING TITLE :

DESIGN DRAWING

JOB NO. : 40m Guyed Pole PROJECT : GSM Network

DRAWING NO. REV.SHEET NO.

ASM-S-GP-25M-01 A 1 OF 1