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Project:Sheet: <br />Location:Job No: <br />Date:7/18/24 <br />Engineer:NN <br />SEISMIC RESPONSE COEFFICIENT (ASCE 7-16 & SUPPLEMENT NO. 1) <br />D (Default) <br />II <br />I 1.00 <br />D <br />R 6.5 <br />x 0.75 <br />T 0.182 <br />α 1.5 <br /> <br /> <br />Catwalk <br />Table 1.5-1 Roman Numeral - I, II, III, IV <br />Table 11.4-1 <br />Adjusted MCE Spectral Acc - Short MS a S <br />MS v 1 <br />DS MS <br />Design Spectral Acceleration - 1 sec D1 M1 <br />Response Factor <br />Period Parameter 2 <br />Long-Period Transition Period (sec) <br />Actual Building Period (sec)enter "0" if not computed <br />DS =0.157 (Eq. 12.8-2)T ≤ α T s (R/I) <br />CS,MAX = α SD1 =NA (Eq. 12.8-3)α T s < T ≤ T LT (R/I) <br />CS = <br />CS,MAX = α SD1 L =NA (Eq. 12.8-4)T > T LT2(R/I) <br />CS,MIN = MAX(0.044 SDS I , 0.01)=0.045 (Eq. 12.8-5) <br />CS = 0.157 <br />CS,MIN = 1 =NA (Eq. 12.8-6)S 1 ≥ 0.6(R/I) <br />P1.43 <br />1700 E St Andrew <br />Pl10/8/2024