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DATE:V I N C I & A S S O C I A T E S SHEET: <br />PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457 <br />1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Renewable Energy Partners <br />LATERAL FORCES: (Base Shear Calculations -2025 CBC /ASCE-22 ) <br />SEISMIC: <br />Site Class:D (Use D if unknown) <br />S1=0.480 (USGS Software)SS=1.45 (USGS Software) <br />I =1.0 (Sec 11.5-1 ASCE 7-22) <br />R =5.0 (Table 12.2-1 ASCE 7-22) <br />SMS =1.72 (USGS Software)SDS = (Eq. 11.4-1) <br />SM1=1.16 (USGS Software)SD1 = (Eq. 11.4.2) <br />T0 = s Cu =1.4 (Table 12.8-1 ASCE 7-22) <br />TS = s Ct =0.02 (Table 12.8-2 ASCE 7-22) <br />TL = 8 s x =0.75 (Table 12.8-2 ASCE 7-22) <br />T = Ct * (hn)x =(Eq. 12.8-7)Cv =1.5 (Table 11.9-1 ASCE 7-22) <br />hn =22.0 ft Sa =SD1 / TL = <br />V =CS W (Eq. 12.8-1 ASCE 7-22) <br />* *GOVERNS * * <br />CS = ( SDS) / ( R / I ) =0.23 W (Eq. 12.8-3 ASCE 7-22) <br />NEED NOT EXCEED: <br />IF T ≤ TL USE: <br />CS = ( SD1) / T *( R / I ) =(Eq. 12.8-4 ASCE 7-22) <br />IF T > TL USE: <br />CS = ( SD1)*(TL) / T² *( R / I ) =(Eq. 12.8-5 ASCE 7-22) <br />SHALL NOT BE LESS THAN: <br />CS = 0.044SDS I =0.05 >(Eq. 12.8-6 ASCE 7-22) <br />WHERE S1 > 0.6, CS MIN SHALL BE: <br />CS = 0.5S1 / ( R/I ) =0.048 (Eq. 12.8-7 ASCE 7-22) <br />4/28/2026 <br />²/3 * SMS = <br />²/3 * SM1 = <br />( SD1 / SDS ) <br />0.203 s <br />0.01 W <br />= 0.674 <br />0.2( SD1 / SDS )= 0.135 <br />1.15 <br />0.77 <br />0.10 <br />0.76 W <br />0.76 W <br />4