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Date: 05-14-2025 <br />Designed By: V.A. <br />Site Number SICA001904 <br />FA Code 10087182 Checked By: C.M. <br />1 <br />1.068 <br />2 <br />1 <br />0.475 <br />0.534 <br />0.046992 <br />0.046992 <br />0.534 <br />0.534 <br />0.214 <br />Design Spectral Response Parameter, S DS Section 2.7.5 <br />Seismic Load Parameter Calculation <br />Reference Code: TIA-222-H <br /> <br />Amplification Factor, AS Section 16.7 <br />Response Modification Factor, R Section 16.7 <br />Seismic Importance Factor, I Table 2-3 <br />MCER Ground Motion, S1 Section 2.7.4 <br />Vertical Seismic Load Effect Factor = A S0.2(SDS)Section 2.7.6 <br />Seismic Response Coefficient, C S = SDS I/R <br />Section 2.7.7.1CS min = 0.044SDSI ≥ 0.03 <br />CS min = 0.8S1/(R/I), if S1 ≥0.6 <br />Cs,used <br />Lateral Seismic Load Effect Factor= A SCs,used Section 2.7.6