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NonStructural Components Seismic Demand (ASCE/SEI 7-16) <br />Project:Probation St Andrew <br />Location:Interior Metal Stud Wall <br />ASCE Reference Remarks <br />Component Amplification Factor Table 13.5-1 <br />Design Spectral Acceleration - Short <br />Component Response Factor Table 13.5-1 <br />Component Importance Factor <br />Height of Structure Attachment (ft)z 0.0 Section 13.3.1 with Respect to Base <br />Average Roof Height of Structure (ft)h 19.0 Section 13.3.1 <br />0.163 <br /> <br />1.629 W <br />0.305 <br />F =1.6.S .I .W = <br />F =0.3 S . I W = <br />FP = 0.305 WT <br />Page 1 of 1 <br />P1.38 <br />1700 E St Andrew <br />Pl10/8/2024