Laserfiche WebLink
DATE:V I N C I & A S S O C I A T E S SHEET:6 <br />PROJECT:Eduardo Ontiveros Structural Engineers JOB NO.:22-3457 <br />3409 S Olive 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 <br />LATERAL FORCES:TWO STORY STRUCTURE <br />2022 CBC <br />F1 hr = 5.0 ft <br />SEISMIC BASE SHEAR: <br />V = 0.158 W (SEE PREVIOUS) F2 h1-h2 = 0.0 ft <br />h2 = 10.0 ft <br />F1': ROOF = 15 PSF F2':FLOOR = 15 PSF <br />WALLS = 7 TRIB 2ND FLR WALLS = 7 <br />21.5 TRIB 1ST FLR WALLS = 7 <br />x 0.158 29 <br />3.39 PSF x 0.158 <br />4.57 PSF <br />F1 =F2 (F1' x h1)=3.39 psf <br />(F1' x h1) + (F2' x h2) <br />F2 =F1' + F2'= 7.96 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 + 0 ft /2 ) x (23.2704 psf +12.12 psf ) = 176.952 plf >> 177 plf <br />F1ASD:= plf x 0.6 = 106.1712 plf >> 106 plf <br />F2ULT:= ( 0 ft /2 + 10 ft /2 ) x (23.2704 psf +12.12 psf ) = 176.952 plf >> 354 plf <br />F2ASD:= plf x 0.6 = 106.1712 plf >> 212 plf <br />12.70 15.39 <br />-5.90 -7.15 <br />176.95 <br />176.95 <br />8/3/2023 <br />- <br />19.20 23.27 <br />-10.00 -12.12 <br />3409 S Olive St <br />08/29/23