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STRUCTURAL ANALYSIS <br />(Per ASCE 7-16, IBC 2021,CBC 2022 & LABC 2023 Code) <br />Job Number: 25049 <br />Plan: <br />General Information: <br />Soil bearing Pressure = 1500 psf <br />SDS =1.06 R = 2.5 Ie =1 <br />Cs = (SDS x Ie) / R / 1.4 =0.30 <br />Roof Dead Load = 13.5 psf Floor Dead Load = 10 psf <br />Wind calculation: (Open Building ASCE 7-16 Section 27.3.2) <br />Exposure = C Wind speed = 95 mph Mean Roof Height = 19 ft <br />Kzt = 1.00 Kd = 0.85 <br />Ke = 1 Iw = 1 <br />q = 0.00256 x Kh x Kzt x Kd x V2 x Iw <br />Level H Kh q A (sf)F (lbs) <br />Roof 19.5 0.91 17.91 36 644.77 <br />Floor 7 0.7 13.75 10 137.47 <br />Seismic Analysis: <br />V=Cs * W <br />Roof Area = 115 sf <br />Floor area = 115 sf <br />Level W (lb) H (ft)W*H V (lbs) <br />Roof 1552.5 19.5 30273.75 0.79 646.55 <br />Floor 1150 7 8050 0.21 171.92 <br />Sum 2702.5 38323.75 <br />Summary <br />Level Wind (lbs) Seismic (lbs) <br />Roof 644.77 646.55 Seismic govern <br />Floor 137.47 171.92 Seismic govern <br />Lateral @ Each Post <br /># of Post : 6 <br />Lateral Load @ Each Post : <br />Level Wind (lbs) Seismic (lbs) <br />Roof 107.46 107.76 Seismic govern <br />Floor 22.91 28.65 Seismic govern <br />Page 25