Laserfiche WebLink
4 f <br /> *i EC LI PS E Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Seismic Parameters: <br /> Importance Factor: 1.0 Not Open to the Public SDC= D <br /> Site Class: D(Default) Worst Case Assumed R= 0.7 <br /> p= 1 Down <br /> p= 1.3 Cross <br /> Mapped Acceleration Parameters <br /> SS= 1.337 Fa= 1.200 Sms= 1.604 Sds= 1.070 <br /> S1= 0.474 F„= 1.826 Smi= 0.866 Sd1= 0.577 <br /> Seismic Response Coefficient/Base Shear <br /> Base Elevation: z= 0.0 in. Ws = 0.67*PRF *PL +DL + 0.25LL <br /> Avg. Roof Height: h= 360.0 in. <br /> Amplification Factor: ap= 2.5 S SDS Cs = TR Max.Cs = <br /> 0.5Si <br /> IfS1 >_ 0.6g - Mi.n.Cs = <br /> Min.CS = 0.044SDs . VB = 0.4apCsIpWs (1 + 2 h) <br /> Down Aisle Cross Aisle <br /> Period (T)= 1.97 s Period (T)= 0.70 s <br /> PRF= 1 PRF= 1 <br /> R= 6 R= 4 <br /> Calc.Cs= 0.049 Calc.Cs= 0.207 <br /> Min. Cs= 0.047 Min.Cs= 0.047 <br /> Max. Cs= 0.178 Max.Cs= 0.267 <br /> Cs= 0.049 CS= 0.207 <br /> WS= 8797 lbs. Ws= 8797 lbs. <br /> VB= 429 lbs. VB= 1818 lbs. <br /> Only Top Beam Level Loaded to 100%(for Overturning Only) <br /> Cross Aisle <br /> Period (T)= 0.46 s <br /> PRF= 1 Seismic Seperation <br /> R= 4 Down Aisle= 15.05 in. <br /> Calc.Cs= 0.317 Cross Aisle= 1.83 in. <br /> Min. Cs= 0.047 <br /> Max. Cs= 0.267 <br /> Cs= 0.267 <br /> Ws= 2097 lbs. <br /> V B= 561 lbs. <br /> 2/49 <br />