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Mapped Spectral Accelerations XPEMSA <br /> Ss 1.318 Fa 1.200 Sps 1.05 <br /> Si 0.467 Fv 1.833 Sp, 0.57 <br /> Seismic Design Category D Seismic Importance Factor IE 1.00 <br /> Seismic Use Group 11 Site Classification D <br /> 2016 Equiv. Lateral Force Procedure XPEELF <br /> Transverse Longitudinal <br /> Approximate Period Ct = 0.020 0.020 <br /> Parameters x= 0.75 0.75 <br /> Approximate Fundamental <br /> Period T= 0.133 sec 0.133 sec <br /> hn= 12.5 ft <br /> TL = 6 sec Ts = 0.54 sec <br /> Transverse Longitudinal <br /> CS = 0.162 0.162 lbs EQ 12.8-2 <br /> (Maximum) CS = 0.660 0.660 lbs EQ 12.8-3/ 8.4 <br /> (Minimum) CS = 0.046 0.046 lbs EQ 12.8-5 <br /> (Minimum) CS = 0.010 0.010 lbs EQ 12.8-5 <br /> (Minimum) CS = 0.010 0.010 lbs EQ 12.8-6 <br /> Calculation of Seismic Response Coefficient XPESRC <br /> Response Modification Coefficient and Seismic Response Coefficient <br /> Diaph. Trans Cs Mass V Long Cs Mass V <br /> 1 6.5 0.162 49110 7966 6.5 0.162 46613 7561 <br /> Transverse Longitudinal <br /> Base Shear, h, V= 7966 lbs V= 7561 lbs <br /> Vertical Distributionof Seismic Forces XPEVDS <br /> k= 1.00 <br /> Transverse Longitudinal <br /> Diaph. hx wx wxhxk Cvx wx wxhxk Cvx <br /> 1 12.5 55973 699656.3 1.000 55973 699656.3 1.000 <br /> 699656.3 699656.3 <br /> Diaphragm Transverse Longitudinal <br /> 1 7966 lbs 7561 lbs <br /> sum 7966 sum 7561 <br /> 220207_SSSlateral (LOT 5)_221010_API_ EF <br />