Laserfiche WebLink
WOOCIWOPk ®$h@1PW1��S 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2018.wsw Feb.11,201812:21:19 <br /> Flexible Diaphragm Seismic Design <br /> SEISMIC INFORMATION <br /> Level Mass Area Story Shear[lbs] Diaphragm Force Fpx[lbs] <br /> [lbs] [sq.ft] E-W N-S E-W N-S <br /> 3 32583 1400.0 6252 6252 6252 6252 <br /> 2 38806 1310.6 4790 4790 6882 6882 <br /> 1 13751 1200.0 572 572 2438 2438 <br /> All 85140 - 11614 11614 - - <br /> Legend: <br /> Building mass—Sum of all generated and Input building masses on level=wx in ASCE 7 equation 12.8-12. <br /> Storey shear—Total unfactored(strength-level)shear force induced at level x,=Fx in ASCE 7 equation 12.8-11. <br /> Diaphragm force Fpx-Unfactored force intended for diaphragm design from Eqn 12.10-1;used by Shearwalls only for drag strut forces,see <br /> 12.10.2.1 Exception 2, <br /> Redundancy Factor p(rho): <br /> E-W 1.30, N-S 1.30 <br /> Input by user(overriding calculated value). <br /> Applies to shearwall design,hold-down forces and to drag strut forces;does not apply to story drift or out-of-plane force. <br /> Vertical Earthquake Load Ev <br /> Ev=0.2 Sds D;Sds=0.89;Ev=0.177 D unfactored;0.124 D factored;total dead load factor.0.6-0.124=0.476 tension,1.0+0.124=1.124 <br /> compression. <br /> 39 <br />