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Project : <br />Project Number: <br />By : <br />Date : <br />Minda Herman <br />PE <br />08-08-2024 <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 />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 />Wind Load <br />Tributary Width =in (Max Spacing of fastners along Rails) <br />Tributary Length =in (Half Panel Length) <br />Tributary Area =ft2 <br />Max Wind Downward (Wd) =lbs <br />Max Wind Uplift (Wu) =lbs <br />Dead Load <br />Loads from Solar panel (Dead) <br />PV Array Load =psf <br />Tributary Area =ft2 <br />Axial Load (Pd) =lbs <br />Eccentricity (e) =in <br />Distance between anchors (w) = in <br />Moment due to eccentricity (Pd*e) =lbs-in <br />Tensile load, D1 = (Pd/2 + Pd*e/w) = lbs <br />Compressive load, D2 = (Pd*e/w - Pd/2) = lbs223.0 <br />3.0 <br />-260.0 <br />6.20 <br />0.95 <br />229.4 <br />-2.6 <br />48 <br />37 <br />12.33 <br />37.00 <br />-35.21 <br />-2 <br />-27.088 <br />-35.21 <br />16.0 <br />0.5 <br />6.8 <br />12.33 <br />197.33 <br />-434.3 <br />Page 7 <br />2704 W Camden Pl <br />9/26/2024