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Project : <br />Project Number: <br />By : <br />Date : <br />Eugenio Sanchez <br />PE <br />25-10-2022 <br />Zone 1 Uplift <br />External Wind pressure coefficient GCp = <br />External Wind pressure, qGCp = psf <br />Zone 2 Uplift <br />External Wind pressure coefficient GCp = <br />External Wind pressure, qGCp = psf <br />Panel Slope = degrees <br />For Zone 2 (Uplift due to overturning) <br />Wind Force in Horizontal Direction = psf <br />Wind Force in Vertical Direction = psf <br />Average height of panel = inch <br />Moment due to horizontal load = psf-ft <br />Distance bettwen the supports = ft <br />Uplift due to Lateral Load = psf <br />Uplift due to Verical Load = psf <br />Total Uplift= psf <br />All Zone Downward <br />External Wind pressure coefficient GCp = <br />External Wind pressure, qGCp = psf <br />Maximum Uplift Wind Pressure, p = psf <br />Minimum Downward Wind Pressure ,p = psf <br />0.3 <br />6.9 <br />-50.15 <br />11.50 <br />-8.47 <br />4.00 <br />-50.15 <br />-52.27 <br />-8.84 <br />-2.12 <br />10.0 <br />-50.93 <br />-1.6 <br />-37.037 <br />-52.27 <br />16.0 <br />-2.2 <br />306 W Alpine Ave <br />12/27/22