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Project : <br />Project Number: <br />By : <br />Date : <br />Wind Load Calculation <br />Wind Loads - ASCE 7-16 Chapter 26 & 29 <br />Width of the Building, B = ft (Approximate) <br />V = mph <br />Exposure = <br />Average height of building, z = ft - avg (Approximate) <br />ft (Refer ASCE 7-16, Table 26.10-1) <br />α = Zg = ft (Refer ASCE 7-16, Table 26.11-1) <br />Kh & Kz = 2.01(z/Zg)^(2/α) = <br />Kzt =(Refer ASCE 7-16, Equation 26.8-1) <br />Kd =(Refer ASCE 7-16, Table 26.6.1) <br />Ke =(Refer ASCE 7-16, Table 26.9-1) <br />qh ='.00256 KzKztKdKeV² =psf (Refer ASCE 7-16, Section 26.10-1) <br />Building Classification = <br />Solar Panel <br />Components and Cladding p C&C = qh(GCp)(ϒe)(ϒa) ASCE 7-16 Chaper 29.4.4 <br />Module Length = in <br />Module Width = in <br />Area of Module = ft2 <br />Roof Pitch =: <br />Slope = degrees <br />Gable Roof = <br />ϒe= <br />ϒa=(Refer ASCE 7-16, Figure 29.4-8) <br />12 <br />20 <br />21.9 <br />76.4 <br />7° < θ ≤ 20° <br />1.5 <br />11.29 <br />4.4 <br />41.3 <br />95 <br />B <br />15 <br />0.57 <br />Enclosed <br />0.8 <br />zmin = 30 <br />7 <br />1 <br />55.75 <br />1 <br />0.85 <br />Lopez, Byron <br />PE <br />13-12-2022 <br />1200 <br />3510 S Woodland <br />Pl02/10/23