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ECLI 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 Q= 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 SD1 SDS CS = TR Max.Cs = <br /> 0.5S1 <br /> IfS1 >_ 0.6g -* Min.C5 = R <br /> Min.CS = 0.044SDS VB = 0.4apCSIp (1 + 2 h)l <br /> Down Aisle Cross Aisle <br /> Period (T)= 1.88 s Period (T)= 0.37 s <br /> PRF= 1 PRF= 1 <br /> R= 6 R= 4 <br /> Calc. Cs= 0.051 Calc. Cs= 0.393 <br /> Min. Cs= 0.047 Min.Cs= 0.047 <br /> Max. Cs= 0.178 Max.Cs= 0.267 <br /> Cs= 0.051 CS= 0.267 <br /> Ws= 11250 lbs. Ws= 11250 lbs. <br /> VB= 576 lbs. VB= 3008 lbs. <br /> OnlyTopBeam Level Loaded to 100% OverturningOnly)(for <br /> Cross Aisle <br /> Period (T)= 0.28 s <br /> PRF= 1 Seismic Seperation <br /> R= 4 Down Aisle= 10.30 in. <br /> Calc. Cs= 0.524 Cross Aisle= 0.54 in. <br /> Min. Cs= 0.047 <br /> Max. Cs= 0.267 <br /> Cs= 0.267 <br /> WS= 3210 lbs. <br /> VB= 858 lbs. <br /> 38/49 <br />