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DATE:V I N C I & A S S O C I A T E S SHEET: <br />PROJECT:Santa Ana Distribution Center 1 Structural Engineers JOB NO.: <br />1995 S Standard Ave & 1895 S Standard Ave175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: <br />Santa Ana, CA p 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com <br />CLIENT:Axis Solar Power <br />LATERAL FORCES: 2022 CBC <br />SEISMIC: <br />Site Class:D (Use D if unknown) <br />S1=0.456 (USGS Zipcode Tables)SS=1.28 (USGS Zipcode Tables) <br />Fv =1.7 (Table 1613.5.3-2)Fa =1.2 (Table 1613.5.3 -1) <br />I =1.00 (Table 11.5-1 ASCE 7-16) <br />R =1.00 (Table 12.2-1 ASCE 7-16) <br />SMS =Fa * SS =1.531 (Eq. 16-37)SDS = ²/3 * SMS =1.02 (Eq. 16-39) <br />SM1=Fv * S1 =0.775 (Eq. 16-38)SD1 = ²/3 * SM1 =0.52 (Eq. 16-40) <br />TL = 8 s (Figure 22-16 ASCE 7-16) <br />T =Ct * (hn)x =0.112 s (Eq. 12.8-7)Ct =0.02 (Table 12.8-2 ASCE 7-16) <br />hn =10.00 ft x =0.75 (Table 12.8-2 ASCE 7-16) <br />SEISMIC FORCES ON NONSTRUCTURAL COMPONENTS <br />Per ASCE 7-16 Section 13.3.1 <br />F p is not required to be greater than: <br />Fp =1.6 SDS Ip Wp =1.63 W <br />F p shall not be less than: <br />Fp =0.3 SDS Ip Wp =0.31 W <br />F p =seismic design force <br />S DS =spectral acceleration, short period, per ASCE Section 11.4.4 <br />W p =componant operating weight <br />a p =2.5 (componant amplificatin factor (ASCE Table 13.5-1 or 13.6-1)) <br />I p =1.00 (componant importance factor) <br />R p =6.0 (componant response modification factor (ASCE Table 13.5-1 or 13.6-1)) <br />z =10.00 ft (height in structure of point of attachment of componant with respect to the base.) <br />h =10.00 ft (average roof height with respect to base. (z/h) <= 1.) <br />Wp( Rp / Ip ) <br />5/14/2024 <br />Fp = <br />0.4 ap SDS Wp (1 + 2 (z/h) )=0.51 <br />3 1895 & 1995 S Standard <br />Ave1/7/2025