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BUILING WEIGHT <br />Section A <br />Roof/ Floor Weight: P floor = A*(Q partion + Q floor/roof) Wall Weight Pwall = Qwall * hwall *L perimeter <br />Area (A) = 1000 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 4.5 ft <br />Q floor/roof = 15 psf Lperimeter = 133.17 ft <br />P floor = 20000 lbs Pwall = 8988.975 lbs <br />Cs =0.160 ta =0.151 <br />Total Weight, W = 28989 lbs k =1.000 <br />V = CsW = 4638 lbs SDS =1.040 <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 9.0 28,989 260901 1.00 4,638 1000 4.64 <br />0 0.00 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 15 of 19 <br />522 S Raitt St & #2 - <br />101118250-518/19/2024