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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 />B 487 Roof 5 15 9740 8.0 4.0 0 Exterior 15 77 4590 14330 <br />C 388 Roof 5 15 7760 0 8.0 4.0 0 Exterior 15 24 1440 9200 <br />D 335 Roof 5 15 6700 0 12.0 6.0 Exterior 15 61 5490 12190 <br />ta =0.122 Cs =0.166 <br />k = 1.000 Total Weight, W = 35720 lbs <br />SDS = 1.076 V = CsW = 5913 lbs <br />Shear Wall Force <br />hxwx <br />Story Section hx (ft) wx (lbs) hxwx (ft-lbs)hxwx Cvx <br />1 B 8.0 14,330 114640 0.40 2,372 <br />1 C 8.0 9,200 73600 0.26 1,523 <br />1 D 8.0 12,190 97520 0.34 2,018 <br />Linear Forces for Shear Wall <br />Section Area Qe (psf) <br />B 363.00 6.53 <br />C 225.00 6.77 <br />D 223.00 9.05 <br />Section Floor Type <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024