Design Wind Force on Appurtenances FA = qzGh (EPA)A
(TIA-EIA-222-G, 2.6.9.2)
where: qz = velocity pressure at the centerline height of the appurtenances Gh = gust effect factor (EPA)A = effective projected area of the appurtenances
qz = 47.3x10-6KzKztKdV2Iw (kPa) Kz = 2.01 (z/zg)
(NSCP, 2010- 6TH EDITION, EQUATION 207-15)
2/α
(TIA-EIA-222-G, 2.6.5.2)
(EPA)A = Ka[(EPA)Ncos2(θ) + (EPA)Tsin2(θ)] Province Classification of Structure Exposure Zone zg α Ka
(NSCP, 2010-6TH EDITION, TABLE 207-1)
NCR III C 2 274 10 1.0
Kzmin
=
0.85
(TIA-EIA-222-G, TABLE 2-4)
Kzt
=
1.00
(TIA-EIA-222-G, 2.6.6.4)
Kd
= = =
0.95 200 1.15
(TIA-EIA-222-G, TABLE 2-2)
Velocity (kph) Iw Gh Building Height
= =
1.00 15.00
Appurtenances Panel Panel Panel Panel Panel Panel
(TIA-EIA-222-G, 2.6.9.2)
of = = = = =
Antenna Antenna Antenna Antenna Antenna Antenna
(2G) (2G) (2G) (3G) (3G) (3G)
Weight kg
kN
13.000 13.000 13.000 23.000 23.000 23.000
0.128 0.128 0.128 0.226 0.226 0.226
Prepared by: FREDERICK L. CRUZ, M.ASCE, M.PICE, M.ASEP
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