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Seismic Loads Yes XPELSL <br /> Effective seismic weight at Story x) XPEESW <br /> Diaphragm 1 area(ft2) unit weight(psf) trans-w,< long -w, <br /> height(ft) 1.17 Rf Deck 2 480 20 9790 9600 <br /> (Ibs) Mass(Ibs) 9600 <br /> Walls trans-wall(ft) E- unit weight(psf) long-wall(ft) $ unit weight(psf) <br /> height(ft) 6.33 Wall 5 0 5 Wall 1 6 10 <br /> Mass(Ibs) 0 Mass(Ibs) 380 <br /> trans-wX long -w, <br /> Sum of Effective Seismic Weights(Ibs) 9790 9980 <br /> Mapped Spectral Accelerations XPEMSA <br /> Ss 1.300 Fa 1.000 Sps 0.87 <br /> Si 0.500 Fv 1.500 Sp, 0.50 <br /> Seismic Design Category D Seismic Importance Factor I 1.00 <br /> Seismic Use Group II Site Classification D <br /> 2010 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= 0.091 sec 0.091 sec <br /> hn= 7.5 ft <br /> TL= 6 sec <br /> Transverse Longitudinal <br /> Cs= 0.133 0.133 lbs EQ 12.8-2 <br /> (Maximum) Cs= 0.849 0.849 lbs EQ 12.8-3/8.4 <br /> (Minimum) Cs= 0.038 0.038 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 0.133 9790 1305 6.5 0.133 9600 1280 <br /> Transverse Longitudinal <br /> Base Shear, hi V= 1305 lbs V= 1280 lbs <br /> Vertical Distributionof Seismic Forces XPEVDS <br /> k= 1.00 <br /> Transverse Longitudinal <br /> Diaph. hX wX wXhXk C,x wX wXhXk Cw <br /> 1 7.499667 9790 73421.66 1.000 9790 73421.66 1.000 <br /> 73421.66 73421.66 <br /> Diaphragm Transverse Longitudinal <br /> 1 1305 lbs 1280 lbs <br /> sum 1305 sum 1280 <br /> 1504 Grand Ave_SSSlateral 180309_s1803016 \ \ 'a EF <br />