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LAT-2pg.:Seismic Load - Equivalent Lateral Force Procedure per ASCE 7-22, section 12.8 <br />IIOccupancy CategoryAssumedD Site Class: <br />S,DS = 2/3*F,a*Ss1.20F,a = <br />1.150S,DS =g1.470Ss = <br />S,D1 = 2/3*F,v*S12.20F,v = <br />0.80S,D1 =g0.520S,1 = <br />DSeismic Design Category: <br />* D1.161+.2*S,DS/1.4 =0.23.2*S,DS = <br />* D0.74.9-.2*S,DS/1.4 =Net Seismic D.L. Resisting Factor = <br />(ASCE 11.5.1)1.00I,e = <br />Calculated= S,D1/S,DS0.69565Ts =Determine Structure Period: <br />ft8.00h,n =for light-framed buildings (Tab 12.8-2)0.02C,t = <br />= C,t (h,n)^x0.095T =(ASCE Tab 12.8-2)0.75x = <br />Vertical Distribution Exponent1.58k = <br />TransverseLongitudinal <br />(ASCE Tab. 12.2.)6.56.5R =Seismic Response Coefficient: <br />33Ω = <br />1.2941.294C,base = S,D1 * I / RT <br /><---0.1770.177--->CONTROLSC,max = S,DS * I / R <br />0.0510.051C,min = .044*S,DS * I <br />Seismic Design Category E or F: <br /><---0.0000.000--->C,min = 0.5 *S1*I/R <br />0.1640.164Vs =C / 1.4[ ρ ] ∗ C,s = <br />Reliability/Redundancy Factor: <br />TransverseLongitudinal <br />1.301.30ρ = <br />C,s*W + .2*S,DS*D[ ρ ] ∗ E = <br />PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - <br />10111276012/11/2023