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Pitzer & Associates 07-178 2SL IBC vert-4.xmcd en32007 <br />5.0 General Seismic Design Criteria <br />Mapped Maximum Considered Earthquake Spectral Acceleration <br />SS. 1.50 Fi}-uralW,!,,. -1 <br />,,1 0.50 Fipum 16110 [306] <br />Site Class D, (Assumed) <br />Fa:=1.0 T.N, 1613. 1.:,11(3:2] <br />Fv:=1.6 Table 1613. 1.2/2)[3221 <br />SMS=Fa-SS Equation 16-38[322] <br />SMS:=Fa SS <br />SMS-1.50 <br />SM1 = F-v`St <br />Equarian 16-3913721 <br />SM1:=Fv S1 <br />SM1 0.80 <br />Design Spectral Response Acceleration Parameters <br />SDS=:/3-SMS <br />Equation <br />( <br />SDS:= <br />3)SMS <br />SDS =1.000 <br />l•213*SM7 <br />S _ <br />D7 - <br />Egrarinn 1641 /322j <br />1 <br />sD1:= <br />(3)•5Mt <br />sot . 0.533 <br />2SL Version 6.4 Page 5 <br />