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Outside Diameter = 0.090 m

Inside Diameter = 0.080 m

Thickness = 4.99999 mm

Wind Area = 0.0903 sq.m/mForce Co efficient Cf (Round Section) 1.20 Table 2.7 (TIA 222G)

Where C=[(I)(kzt)(kz)]^0.5 * (V)(D) 4.19Total Effective Projected Area of Appurtenances

EPA (CaAa) = 0.108 Sq.m

Structure Height H = 6.001 m

Structure Base Elevation @ AGL = 40 m

Total / Antenna Elevation z = 43.001 m

Velocity Pressure qz = 1254.00 Pa

where qz=0.613 (kz) (kzt) (kd) (V2)(I) =

Exposure Coefficient Kz = 1.090 Table 2.4 (TIA 222G)

Topographic Factor Kzt = 1 TIA 222G, Cl 2.6.6.4

Wind Direction Probability Factor Kd = 0.95 Table 2.2 (TIA 222G)

Gust Response Factor Gh = 1.1 TIA 222G, Cl 2.6.7.1

Velocity V, Kph = 160 kph & 3s Gust. If u r wi

Velocity V, m/s 44.44 m/s

Importance Factor I = 1

Wind load Factor (Amplified by user) = 1where antenna wind force, F=qz(Gh)(EPA)

(wind load factor) =

Factored Antenna Wind Force (Frontal) F = 150 N/m

Total Force at mid height of the section 897 N

202 lb

Main Pole Wind Load on TIA 222G

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3.556 in

0.19685 in

19.69 ft

d is fastest mile then pl change it to 3s gust.

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Velocity V, Kph = 160 kph & 3s Gust. If u r wiVelocity V, m/s 44.44 m/s






1899 lb


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33 in

0.3125 in

39 ft


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Velocity V, Kph = 160 kph & 3s Gust. If u r wiVelocity V, m/s 44.44 m/s






2143 lb


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33 in

0.3125 in

44 ft


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Thickness = 5 mm


Where C=[(I)(kzt)(kz)]^0.5 * (V)(D) 3.17

Total Effective Projected Area of

Appurtenances EPA (CaAa) = 0.090 Sq.m

Structure Height H = 3 m


Strut elevation from pole base 0.9

Antenna Elevation z = 22.45 m




Topographic Factor Kzt = 1 TIA 222G, Cl 2.6.6.4Wind Direction Probability Factor Kd = 0.85 Table 2.2 (TIA 222G)


Velocity V, Kph = 160 kph



Wind load Factor = 1.6

where antenna wind force, F=qz(Gh)(EPA)



Dead load Factor = 1.2

Strut Wind Load on TIA 222G

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DBXLH-6565C-VTM Antenna Wind Load on TIA 222G

Antenna Model = GSM 2G

Number of Antennas Per Sector = 1

Size = 2.45 m 0.374 m

Area = 0.916 m2Aspect ratio 6.55

C = [(I)(kzt)(kz)]^0.5 * (V)(D) 17.46

Ca (With respect to aspect ratio),

Consider Flat Surface. In order for a structural component

to be considered as a round structure component the

component must have a round profile on the windward and

leeward sides of the component (TIA 222g - 2.6.9.1.1

Notes). Linear interpolation has been made for Ca value.

1.40

Total Effective Projected Area of Appurtenances


Structure Height H = 6 mStructure Base Elevation @ AGL = 40 m




Exposure Coefficient Kz = 1.103 Table 2.4 (TIA 2

Topographic Factor Kzt = 1 TIA 222G, Cl 2.6

Wind Direction Probability Factor Kd = 0.95 Table 2.2 (TIA 2

Gust Response Factor Gh = 1.1 TIA 222G, Cl 2.6




Wind load Factor = 1where antenna wind force,

F=qz(Gh)(EPA)(wind load factor) =

Factored Antenna Wind Force (Frontal) F = 1790 N

Dead load Factor = 1

Weight of Antenna with mount = 0.36 N

Factored Weight W = 0.36 N

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0.106 m

2G)

.6.4

2G)

.7.1

1.398

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Model = 0.6 m MW Dish

Number of M/W = 1

Size = 0.675 m 0.675 m 0.675 m

Wind area (Frontal) = 0.358 m2Aspect Ratio (Frontal) 1.00

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Cables Grouped Diameter = 0.066 m

Diameter of cable D = 22 mm

No of cables = 9 no

Wind Area = 0.066 sq.m/mForce Co efficient Cf 1.20

Where C = [ (I) (kzt) (kz) ] 0.5 * (V) (D) ] 2.81

Total Effective Projected Area of

Appurtenances EPA (CaAa) = 0.079 Sq.m

Structure Height H = 3 m







Wind Direction Probability Factor Kd = 0.85 Table 2.2 (TIA 222G)Gust Response Factor Gh = 0.85 TIA 222G, Cl 2.6.7.1




Wind load Factor = 1.6

where antenna wind force, F=qz(Gh)(EPA)



Dead load Factor = 1.2

Weight of Each Cable 0.7 kg/m

Weight of Group of cable = 6.3 kg/m

Factored Weight W = 74.13 N/m

Cable Wind Load on TIA 222G

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88865894-Tia-222g-Load