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BUILING WEIGHT <br />Section <br />Roof/ Floor Weight: P floor = A*(Q partion + Q floor/roof) Wall Weight Pwall = Qwall * hwall *L perimeter <br />Area (A) = 800 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 4.5 ft <br />Q floor/roof = 15 psf Lperimeter = 114.75 ft <br />P floor = 16000 lbs Pwall = 7745.625 lbs <br />Cs =0.161 ta =0.151 <br />Total Weight, W = 23746 lbs k =1.000 <br />V = CsW = 3818 lbs SDS =1.045 <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 />9.0 23,746 213711 1.00 3,818 800 4.77 <br />0.0 0 0 0.00 0 0 0.00 <br />0 0 0.00 0 0.00 <br />0 0 0.00 0 0.00 <br />0 0 0 <br />Page 18 of 22 <br />2801 W Elder Ave & Unit# <br />24/15/2025