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DATE:V I N C I & A S S O C I A T E S SHEET:6 <br />PROJECT:Jimenez Structural Engineers JOB NO.:22-3457 <br />1919 N Spurgeon St 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Titan Solar Power <br />LATERAL FORCES:TWO STORY STRUCTURE <br />2022 CBC <br />F1 hr = 5.0 ft <br />SEISMIC BASE SHEAR: <br />V = 0.162 W (SEE PREVIOUS) F2 h1-h2 = 9.0 ft <br />h2 = 10.0 ft <br />F1': ROOF = 22 PSF F2': FLOOR = 15 PSF <br />WALLS = 7 TRIB 2ND FLR WALLS = 7 <br />28.5 TRIB 1ST FLR WALLS = 7 <br />x 0.162 29 <br />4.61 PSF x 0.162 <br />4.69 PSF <br />F1 = F2 (F1' x h1)=6.06 psf <br />(F1' x h1) + (F2' x h2) <br />F2 = F1' + F2'= 9.30 psf <br />WIND LOADS: <br />ps = λ kzt Iw ps30 (Eq. 28.6-1) <br />λ = 1.21 ps30A = psf psA psf <br />Iw = 1.00 ps30B = psf psB psf <br />kzt = 1.00 ps30C =psf psC psf <br />ps30D =psf psD psf <br />TOTAL <br />F1ULT:= ( 5 ft + 9 ft /2 ) x (23.2704 psf +12.12 psf ) = 336.2088 plf >> 336 plf <br />F1ASD:= plf x 0.6 = 201.7253 plf >> 202 plf <br />F2ULT:= ( 9 ft /2 + 10 ft /2 ) x (23.2704 psf +12.12 psf ) = 336.2088 plf >> 672 plf <br />F2ASD:= plf x 0.6 = 201.7253 plf >> 403 plf <br />4/28/2023 <br />-12.12 <br />15.39 <br />-7.15 <br />-10.00 <br />- <br />12.70 <br />-5.90 <br />336.21 <br />19.20 23.27 <br />336.21 <br />1919 N Spurgeon <br />St06/15/23