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TSE Engineering Page: <br /> Job ID: <br /> Baker-25078 <br /> he = 14 ft. <br /> SEISMIC ANALYSIS <br /> INPUT: Building Width = 20 ft. p = 1 R= 1.5 <br /> Building Length = 36 ft. 1= 1 <br /> SEISMIC WEIGHTS: W roof = 2160 lbs. <br /> W end walls = 1136 lbs. <br /> W side walls = 1512 lbs. <br /> SDs = 2/3 Ss = 0.867 <br /> Cs = SDS/(R/I) = 0.578 <br /> SEISMIC BASE SHEAR: V= Cs W <br /> Transverse = 2122 lbs. <br /> Longitudinal = 1904 lbs. <br /> SEISMIC DESIGN FORCES: <br /> VT= Cs Wt p 0.7 = 1485 lbs. 0.75 x VT= 1114 lbs. <br /> VL= Cs WI p 0.7 = 1333 lbs. 0.75 x VL= 1000 lbs. <br /> 671 <br />