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project by CASA <br /> location date 5/23/2025 <br /> client job no. 22-115 <br />CLU3236/CLL03236 <br />2333 NORTH BROADWAY <br />SMARTLINK <br />FA =q z*G h*(EPA)A Wind Force (§2.6.11.2)qz*Gh*Ka*Ca =41.6 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 =29.7 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 =95 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 />71.2 20.7 7.7 10.24 10.77 8.41 3.81 <br />31.0 15.9 8.7 3.42 3.90 3.33 1.87 <br />78.7 20.0 6.9 10.93 11.35 8.73 3.77 <br />72.0 12.0 9.6 6.00 7.60 7.16 4.80 <br />23.0 13.0 6.6 2.08 2.33 1.95 1.05 <br />16.5 13.4 5.9 1.54 1.67 1.35 0.68 <br />15.0 13.2 5.8 1.37 1.49 1.21 0.60 <br />23.0 13.0 6.6 2.08 2.33 1.95 1.05 <br />27.2 12.1 7.0 2.29 2.64 2.29 1.32 <br />20.4 18.5 7.5 2.62 2.80 2.23 1.06 <br />15.0 13.2 7.3 1.38 1.57 1.35 0.76 <br />0.00 0.00 0.00 0.00 <br />0.00 0.00 0.00 0.00 <br />FA (lb) @ 60o FA (lb) @ 90o FA Max (lb) <br />350.3 158.5 448.2 <br />138.8 78.0 162.4 <br />363.5 157.0 472.6 <br />297.9 199.8 316.2 <br />81.2 43.9 96.8 <br />56.3 28.1 69.4 <br />50.2 25.1 61.9 <br />81.2 43.9 96.8 <br />95.2 55.0 109.9 <br />92.8 44.1 116.5 <br />56.0 31.7 65.4 <br />0.0 0.0 0.0 <br />0.0 0.0 0.0 <br />FA (lb) @ 30o <br />448.2 <br />162.4 <br />472.6 <br />FA (lb) @ 0o <br />426.1 <br />142.5 <br />57.2 <br />0.0 <br />65.4 <br />0.0 <br />455.0 <br />249.8 <br />Wind Effective Projected Areas <br />Wind Loads Table <br />0 <br />RRUS 4426 B66 <br />RRUS-4478 B14 <br />RRUS-E2 B29 <br />RRUS 4478 B12A <br />96.8 <br />QUINTEL QS6658-3E <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 />RRUS-4478 B5 <br />61.9 <br />RRUS-32 B30 <br />96.8 <br />316.2 <br />63.9 <br />86.4 <br />ERICSSON AIR6449 N77D <br />KATHREIN 800-10965K <br />Item <br />CCI TPA-65R-BU6DA-K <br />RRUS-4478 B5 <br />QUINTEL QS6658-3E <br />69.4 <br />109.1 <br />95.1 <br />86.4 <br />57.0 <br />RRUS 4415 B25 <br />0 <br />CCI TPA-65R-BU6DA-K <br />ERICSSON AIR6449 N77D <br />KATHREIN 800-10965K <br />RRUS 4478 B12A <br />0 <br />0 <br />116.5 <br />109.9 <br />RRUS 4415 B25 <br />RRUS-4478 B14 <br />RRUS-E2 B29 <br />RRUS-32 B30 <br />RRUS 4426 B66 <br />0.0 0.0 <br />AT&T <br />CLU3236/CLL03236 <br />Page 18 of 19