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�1Seattle Genetics 8/4/2023 - <br /> EC LI PS E <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 (3= 0.7 <br /> p= 1 Down <br /> p= 1.3 Cross <br /> Mapped Acceleration Parameters <br /> 5s= 1.337 Fa= 1.200 Sms= 1.604 Sds= 1.070 <br /> S1= 0.474 F„= 1.826 Sm1= 0.866 Sdl= 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 <br /> Calc.Cs = TR Max.Cs = R <br /> 0.5S1 <br /> IfS1 >_ 0.6g -> Min.C5 = R <br /> Min.CS = 0.044SDS VB = 0.4apCSIpW5(1 + 2 hz) <br /> Down Aisle Cross Aisle <br /> Period (T)= 2.67 s Period (T)= 0.64 s <br /> PRF= 1 PRF= 1 <br /> R= 6 R= 4 ; <br /> Calc.Cs= 0.036 Calc. Cs= 0.227 <br /> Min. Cs= 0.047 Min.Cs= 0.047 <br /> Max.Cs= 0.178 Max.Cs= 0.267 <br /> Cs= 0.047 Cs= 0.227 <br /> WS= 16999 lbs. Ws= 16999 lbs. <br /> VB= 800 lbs. VB= 3852 lbs. <br /> Only Top Beam Level Loaded to 100%(for Overturning Only) <br /> Cross Aisle <br /> Period (T)= 0.41 s <br /> PRF= 1 Seismic Seperation <br /> R= 4 Down Aisle= 15.90 in. <br /> Calc.CS= 0.348 Cross Aisle= 1.56 in. <br /> Min. Cs= 0.047 <br /> Max.Cs= 0.267 <br /> Cs= 0.267 <br /> Ws= 3599 lbs. <br /> VB= 962 lbs. <br /> 22/49 <br />