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Story Weight <br />Area Int. <br />Partition Story Load Floor Weight Story Height <br />Above <br />Story <br />Height <br />Below <br />Tributary Wall <br />Height Parapet Wall Wall type Wall Load Wall Weight Total Story <br />Weight <br />A (ft)Qpart (psf) Qfloor (psf)A (Qpart + Qfloor) = <br />Pfloor (lbs)Supper (ft) Slower (ft)(Supper + Slower) <br />/2 = h (ft)hp (ft) Qwall (psf)Lperimeter <br />(ft) <br />Qwall * (h+hp) = <br />Pwall (lbs) <br />Pfloor + Pwall = <br />W (lbs) <br />A 935 Roof 5 15 18700 0 8.0 4.0 0 Exterior 15 119 7110 25810 <br />B 45 Roof 15 675 8.0 4.0 0 0 675 <br />ta =0.113 Cs =0.166 <br />k = 1.000 Total Weight, W = 26485 lbs <br />SDS = 1.076 V = CsW = 4384 lbs <br />Shear Wall Force <br />hxwx <br />Story Section x (ft) wx (lbs) hxwx (ft-lbs)hxwx Cvx <br />1 A 8.0 25,810 206480 0.97 4,273 <br />1 B 8.0 675 5400 0.03 112 <br />Linear Forces for Shear Wall <br />Section Area Qe (psf) <br />A 748.00 5.71 <br />B 43.00 2.60 <br />Section Floor Type <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024