Laserfiche WebLink
project by CASA <br /> location date 10/14/2024 <br /> client job no. 24-209 <br />LA02034A <br />5117 3/4 W. FIRST ST <br />CBG <br />FA =q z*G h*(EPA)A Wind Force (§2.6.11.2)qz*Gh*Ka*Ca =41.4 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 =29.6 psf <br />Kz Velocity pressure exposure coeff. Defined in §2.6.5.2 Kz =1.01 <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 =102 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 />31.1 16.1 7.3 3.48 3.80 3.10 1.58 <br />72.0 24.0 8.5 12.00 12.52 9.68 4.25 <br />21.8 15.7 7.5 2.38 2.63 2.17 1.14 <br />19.6 15.7 12.1 2.14 2.67 2.49 1.65 <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 />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 />128.6 65.3 157.4 <br />401.0 176.1 518.6 <br />90.0 47.0 108.8 <br />103.4 68.2 110.8 <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 />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 />157.4 <br />518.6 <br />108.8 <br />FA (lb) @ 0o <br />144.0 <br />497.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />98.5 <br />88.5 <br />Wind Effective Projected Areas <br />Wind Loads Table <br />0 <br />0 <br />0 <br />0 <br />0 <br />0.0 <br />RRUS 4460 B25+B66 <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 />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0 <br />0.0 <br />0 <br />0.0 <br />110.8 <br />0.0 <br />0.0 <br />APXVAALL18 43-U-NA20 <br />RRUS 4480 B71+B85 <br />Item <br />ERICSSON AIR6419 B41 <br />0 <br />RRUS 4460 B25+B66 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0.0 0.0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />ERICSSON AIR6419 B41 <br />APXVAALL18 43-U-NA20 <br />RRUS 4480 B71+B85 <br />T-MOBILE <br />LA02034A <br />6 of 28