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BUILING WEIGHT <br />Section A Roof <br />Roof/ Floor Weight: P floo = A*(Q partion + Q floor/roo )Wall Weight Pwall = Qwall * hwall *L perimeter <br />Area (A) = 1277 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 6.3125 ft <br />Q floor/roof = 17 psf Lperimeter = 163 ft <br />P floo =28094 lbs Pwall = 15434 lbs <br />Cs =0.161 ta =0.154 <br />Total Weight, W = 43528 lbs k =1.000 <br />V = CsW = 7011 lbs SDS =1.047 <br />Shear Wall Force Linear Forces for Shear Wall <br />hxwx Area Qe (psf) <br />Section hx (ft)wx (lbs)hxwx (ft-lbs)hxwx CvxV <br />A 10.0 43,528 435281 1.00 7,011 1032.0 6.79 <br />0 0 0.00 0 0.00 <br />0 0 0 <br />20 <br />2217 W Civic Center Dr <br />Unit# 29/9/2024