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LI & LI ENGINEERING SERVICES <br />REGISTERED CIVIL ENGINEERS <br />OWNER: <br />PROJECT: <br />Wind Load Calculation <br />Basic Wind Speed = 110 mph <br />Exposure = B <br />Pitch = 4.5 <br />Adjustment Factor to ASD = 0.6 <br />Mean Roof Height, h = 10.00 ft <br />bid dim parallel to wind, L = 16.83 <br />bid dim perp to wind, B = 43.83 <br />L/B = 0.38 <br />Design Wind Pres. = 16.7 psf <br />CITY -OF SANTA ANA <br />Planning and Building Agency <br />?AG <br />EIrQed <br />p1 153 ANCE <br />JOB NO: --f----I o 5-2- <br />Master ID: <br />Date: <br />12 <br />( ASCE Standard 7-16 p. 8 section 2.4.1 <br />Load Combination ) <br />ASCE Standard 7-16 p. 287 <br />ASCE Standard 7-16 p. 287 <br />ASCE Standard 7-16 p. 287 <br />ASCE7-16 Table 27.5-1, p. 289 <br />USE = 10.02 psf for ASD <br />Seismic Coefficient <br />V=(F*Sds/R)*W 12.14.8.1 ASCE Standard 7-16, p. 118 Eq. (12.14-12) <br /># of Stories =L-J <br />F=012.14.8.1 ASCE Standard 7-16 , P.119 <br />R = 6.5 Table 12.14-1 ASCE Standard 7-16, P.115 <br />I =Table 1.5-2 ASCE Standard 7-16, P.5 <br />SMs = 1.555 USGS* <br />Sds = 1.037 <br />V = 0.160 W p =SIMPLIFIED METHOD <br />Design V = V * W *p*0.7 (Working Stress) = 770.112 W <br />*From Seismic Hazard Curves Response Parameteres and Deisgn Parameters <br />