Laserfiche WebLink
• <br />Effective Seismic Weight, W:= DD + OL = 3.24 kip <br />TL:=6 <br />Analytical Procedure: Equivalent Lateral Force <br />Seismic Response Coefficient, Cse := SDS = 0.233 <br />R <br />le) <br />Approximate Period Parameters: <br />Ct := 0.028 X := 0.8 <br />Height of the structure, hn:=17.92 <br />Approximate Fundamental Period, <br />Fundamental Period of the Structure, <br />Ta := Ct • hnx = 0.282 <br />T :=Ta= 0.282 <br />Maximum Seismic Response Coefficient Check: <br />�:=if T<TL,min Cse, DI I e ,CSe =0.233 <br />— T•R <br />� :=if T>TL,min Cs, SDI 2T L'Ie , "Se =0.233 <br />T •R <br />Minimum Seismic Response Coefficient Check: <br />LSA:=max(Cse,0.044•SDS•Ie,0.01) =0.233 <br />if S > 0.6 max C 0.5 • SI ' I e C = 0.233 <br />�'— • 1 — , Se , R , Se <br />Seismic Base Shear, Vbase shear CSe' W = 0.755 kip <br />Number of Vertical Elements, n:=3 <br />Element Base Shear, Vx := V base shear = 0.252 kip <br />Table 12.6-1 <br />EQN 12.8-2 <br />Table 12.8-2 <br />SEC 12.8.2.1 <br />EQ 12.8-3 <br />EQ 12.8-4 <br />EQ 12.8-5 <br />EQ 12.8-6 <br />EQ 12.8-1 <br />P :=1.3 SEC 12.3.4 <br />Horizontal Seismic Load Effect, eh := P' Vbase_shear = 0.982 kip Eh ee —0.982 h 0.982 j kip <br />h <br />Vertical Seismic Load Effect, Ev := 0.2 • SDS • DD = 0.529 kip <br />6of10 <br />