Laserfiche WebLink
TSE Engineering JobN:�Tl3 <br /> BY' �� <br /> Page: �p <br /> SEISMIC ANALYSIS -VERTICAL DISTRIBUTION OF FORCES Plan NumbedJob ID <br /> ASCE 7-OS A222 <br /> Seismic Factor, IE = 1.00 <br /> Soil Site Class = D <br /> Coefficient, Ct = OA2 9.5 <br /> Coefficient, x = 075 20 <br /> Coefficient, R = 6.5 <br /> hn = 28.1 ft. Ss = 1.3 g Si = 0.46 g <br /> Ta = 024 secs. Fa= 1.00 W= L54 <br /> k= 1 SMs= 1.3 SMi = 0.71 <br /> Sos= 0.867 g Soi = 0.47 g <br /> Cs = 0.1333 <br /> TRANSVERSE DIAPHRAGM FORCES Base Shear= 6999 Ibs. <br /> Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE <br /> Name Ht. hx wx wxhx" Cvx Fx Vx £Fi £Wi F�x <br /> (ft.) (ft.) (ibs.) (ft:lbs.) Qbs.) Qbs.) Qbs.) Qbs.) Qbs.) <br /> Roof 28 19455 546685.5 0.530 3711 3711 19455 3711 <br /> 8.1 3711 <br /> Upper 20 16240 324800 0.315 2205 5916 35695 2815 <br /> 11 5916 <br /> Main 9,5 16800 159600 0.155 1083 6999 52495 2912 <br /> 9.5 6999 <br /> Base L = 52495 1031086 <br /> LONGITUDINALDIAPHRAGMFORCES BaseShear= 72481bs. <br /> Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE <br /> Name Ht. hx v� wxhx" Cvx Fx Vx £Fi £Wi F�x <br /> (ft.) (}t.) Qbs.) (H.-Ibs.) Qbs.) Qbs.) Qbs.) Qbs.) (Ibs.) <br /> Roof 28 19779 555790 Q523 3791 3791 19779 3791 <br /> 8.1 3791 <br /> Upper 20 16984 339680 0.320 2317 6108 36763 2944 <br /> 11 6108 <br /> Main 9.5 17600 167200 0.157 1140 7248 54363 3051 <br /> 9.5 7248 <br /> Base L= 54363 1062670 <br /> Note: Base shear values and all seismic forces calculated <br /> this a e are at ultimate level with no adjustments <br />