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NonStructural Components Seismic Demand (ASCE/SEI 7-16) <br />Project:X Engineering <br />Location:7th Floor <br />ASCE Reference Remarks <br />Component Amplification Factor ap 1.0 Table 13.5-1 All other walls and partitions <br />Design Spectral Acceleration - Short SDS 1.020 Equation 11.4-3 SDS = 2/3 SMS <br />Component Response Factor Rp 2.5 Table 13.5-1 All other walls and partitions <br />Component Importance Factor Ip 1.0 Section 13.1.3 Risk Category II <br />Height of Structure Attachment (ft) z 115.6 Section 13.3.1 with Respect to Base <br />Average Roof Height of Structure (ft) h 195.2 Section 13.3.1 <br />0.356 W T <br /> <br />1.632 W T <br />0.306 W T <br />Fp=((0.4 ap. SDS. W p)/(Rp/Ip)). (1+2 z/h)= <br />Fp, MAX=1.6.SDS.Ip.W p = <br />Fp.MIN=0.3 SDS. Ip W p = <br />FP = 0.356 WT <br />Page 1 of 1 <br />P1.34 6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024