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Lateral Analysis - Seismic (One Story) <br />R =6.5 <br />I =1 <br />SMs = 1.611 <br />Sds =1.074 <br />8 FT <br />Cs =0.17 <br />F =1 <br />V =0.165 W <br />p =1.3 <br />0.150 W <br />15 psf <br />5 psf <br />8 psf <br />28 psf <br />0 psf <br />0 psf <br />0 psf <br />28 psf <br />4.21 psf <br />ASCE 7-16 P. 287 <br />FT <br />BASED ON ASCE 7-16 <br />:12 <br />ASCE SECTION 2.4.1 <br />WIND LOAD ANALYSIS <br />BASIC WIND SPEED = <br />EXPOSURE = <br />PITCH = <br />ADJUSTMENT TO ASD = <br />110 MPH <br />B <br />4 <br />0.6 <br />ROOF HEIGHT (FT) = 8 FT <br />V= F*SDS/R*W <br />Roof DL = <br />Ceiling DL = <br />Half Wall DL = <br />Roof Level Dead Load = <br />HEIGHT OF WALL <br />(MINIMUM) ASCE 7-16 P. 288 <br />(PSF) FOR ASD10.02USE = <br />MEAN ROOF HEIGHT, h = <br />bld dim parallel to wind, L = <br />bld dim perp to wind, B = <br />L/B = <br />DESIGN WIND PRES (PSF) = <br />12 <br />46 <br />SIMPLIFIED METHOD <br />7 <br />6.6 <br />16.7 <br />ASCE 7-16 P. 287 <br />ASCE 7-16 P. 287 <br />Floor DL= <br />Wall DL= <br />Floor Level Dead Load = <br />Design V = V * W * p * 0.7 (Working Stress) = <br />TOTAL = <br />2805 N Olive Ln <br />11/18/2024