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0.2s Spectral Response Acceleration <br />LOS Spectral Response Acceleration <br />Site Coefficient Per Ss and Site Class <br />Site Coefficient Per S1 and Site Class <br />Short period Mapped MCER, Fa * Ss <br />Is period Mapped MCER, F * S1 <br />Design Spectral Acceleration at short period, 2/3 * SMs <br />Design Spectral Acceleration at Is, 2/3 * SM3 <br />Per ASCE 7-10 Chapter 13 <br />Component Amplification Factor <br />ASGE 7-w seismic <br />S'= <br />S3= <br />Fa <br />F.= <br />SMs= <br />SM1= <br />S'= <br />SDI= <br />ap <br />nent Importance Factor IP <br />nent Operating Weight <br />nent Response Modication Factor Ro <br />in Structure at point of attachment of component z= <br />a roof height of structure h= <br />nic Design Force: Fp = (0.4apSDsWp)/Rp/lp*(1+2z/h) Fp= <br />Seismic Design Force: Fpmax=1.6SDSIpWp <br />Seismic Design Force: Fpmin = 0.3SDSIpWp <br />Project Information <br />Site #: <br />:SEo1845A .', <br />Date: <br />6/25/2019 <br />Site Name: <br />,' : Cascadf W,,,1NT ,, <br />Design by: <br />I H <br />USGS Java Motion Calculator <br />USGS Java Motion Calculator <br />IBC 2012 Table 1613.3.3(i) <br />IBC 2012 Table 1613.3.3(2) <br />IBC 2012 Equation 16-37 <br />IBC 2012 Equation 16-38 <br />IBC 2012 Equation 16-39 <br />IBC 2012 Equation 16-40 <br />ASCE 7-10, Table 13.6-1 <br />ASCE 7-10, Section 13.1.3 <br />ASCE 7-10, Table 23.6-1 <br />ASCE 7-10 Eq. 13.3-1 <br />q�2 <br />