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project by CASA <br /> location date 6/9/2025 <br /> client job no. 25-181 <br />CLU3418 <br />3000 WEST MACARTHUR <br />SMARTLINK <br />FA =q z*G h*(EPA)A Wind Force (§2.6.11.2)qz*Gh*Ka*Ca =47.1 lb <br />Gh Gust effect factor from §2.6.9 Gh =1 <br />(EPA)A =K a*C a*A p <br />Ka Effective projected area coefficient from §2.6.11.2 Ka =1.0 <br />Ap Effective projected area <br />qh, qz =0.00256 *K z*K zt*K s*K d*K e*V 2 qz =33.6 psf <br />Kz Velocity pressure exposure coeff. Defined in §2.6.5.2 Kz =1.17 <br />Kzt Topographic factor defined in §2.6.6.2 Kzt =1.0 <br />Ks Rooftop wind speed-up factor from §2.6.7 Ks =1.1 <br />Kd Wind directionality factor from Table 2-2 Kd =1 <br />Ke Ground elevation factor defined in §2.6.8 Ke =1.0 <br />V Basic wind speed V =101 mph <br />Ca Net force coeff. From Table 2-9 Ca =1.4 0.017453293 <br />h (in) w (in) t (in)Ap (ft2) @ 0o Ap (ft2) @ 30o Ap (ft2) @ 60o Ap (ft2) @ 90o <br />67.0 22.0 10.0 10.24 11.19 9.15 4.65 <br />28.3 16.1 7.9 3.16 3.52 2.93 1.55 <br />59.0 19.6 7.8 8.03 8.55 6.78 3.20 <br />27.2 12.1 7.0 2.29 2.64 2.29 1.32 <br />14.9 13.1 9.3 1.36 1.66 1.51 0.96 <br />20.6 15.7 7.0 2.24 2.44 1.99 1.00 <br />17.5 15.1 5.6 1.84 1.93 1.51 0.68 <br />7.8 6.9 4.6 0.37 0.45 0.40 0.25 <br />0.0 0.0 0.0 0.00 0.00 0.00 0.00 <br />0.0 0.0 0.0 0.00 0.00 0.00 0.00 <br />0.0 0.0 0.0 0.00 0.00 0.00 0.00 <br />0.0 0.0 0.0 0.00 0.00 0.00 0.00 <br />0.0 0.0 0.0 0.00 0.00 0.00 0.00 <br />FA (lb) @ 60o FA (lb) @ 90o FA Max (lb) <br />430.4 218.9 526.6 <br />137.7 73.1 165.5 <br />319.2 150.4 402.4 <br />107.7 62.2 124.2 <br />71.1 45.3 77.9 <br />93.5 47.1 114.8 <br />70.9 32.0 90.8 <br />18.9 11.7 21.1 <br />0.0 0.0 0.0 <br />0.0 0.0 0.0 <br />0.0 0.0 0.0 <br />0.0 0.0 0.0 <br />0.0 0.0 0.0 <br />FA (lb) @ 30o <br />526.6 <br />165.5 <br />402.4 <br />FA (lb) @ 0o <br />481.6 <br />148.9 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />377.9 <br />107.5 <br />Wind Effective Projected Areas <br />Wind Loads Table <br />0 <br />RRUS 4494 B14/B29 <br />COMMSCOPE CBC61923T-DS-43 <br />0 <br />0 <br />21.1 <br />RRUS 32 B30 <br />Item <br />Wind and Seismic Analysis for Appurtenances per ASCE 7-16 & TIA 222-H <br />Design Wind Loads TIA-222-H <br />*Per §16.6 Wind shall be considered to occur from directions in 30 degree maximum <br />increments around a mounting system and shall include directions normal and parallel to <br />the face of mount. <br />114.8 <br />0.0 <br />0.0 <br />17.6 <br />86.3 <br />RRUS 4449 B5/B12 <br />90.8 <br />0 <br />77.9 <br />124.2 <br />105.4 <br />63.8 <br />ERICSSON AIR6419 B77D <br />COMMSCOPE NNH4-65A-R6H4 <br />Item <br />KATHREIN 800-10964K <br />RRUS 4449 B5/B12 <br />RRUS 32 B30 <br />0.0 <br />0.0 <br />RRUS 4890 B25/B66 <br />COMMSCOPE CBC61923T-DS-43 <br />0 <br />0 <br />RRUS 4494 B14/B29 <br />0.0 0.0 <br />0 <br />0 <br />0 <br />RRUS 4890 B25/B66 <br />0 <br />KATHREIN 800-10964K <br />ERICSSON AIR6419 B77D <br />COMMSCOPE NNH4-65A-R6H4 <br />AT&T <br />CLU3418 <br />18 of 39