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CASTILLO ENGINEERING INC. <br />1205 Pine Avenue, Suite 201 <br />Long Beach, CA 90813 <br />Vertical Distribution of Seismic Forces (ASCE7-16 12.8.3)Diaphragm Design Forces (ASCE7-16 12.10.1.1) <br />1.29 <br />0.198 <br />1 <br />base=11.5 kips R=6.5 <br />Wo=2.5 <br />No. of levels=2 T=0.189 sec <br />k= 1 <br />Vertical Distribution of Base Shear Diaphragm Forces <br />Level x hx^k Wx SWi Wxhx^k Cvx=Wxhx^K/Swihi^k Fx=Cvx*V Fx/Wx=sa SVx Wpx SFx/SWi Fpx Fpx(max.)Fpx(min.)Fpx coeff. <br /> <br />2 16 24.01 24.01 <br />1 8 33.83 33.83 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />S 2 57.84 655 1.000 11 57.84 <br />125