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Roof Framing Checks: <br />LC1: D+S <br />Force Checks: <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />Moment DCR = <br />Shear DCR = <br />LC2: D+0.6W <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />Moment DCR = <br />Shear DCR = <br />LC3: D+0.75(S+0.6W) <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />Moment DCR = <br />Shear DCR = <br />LC4: 0.6D+0.6W <br />Applied Moment (lb-ft) = <br />Applied Shear (lbs) = <br />Allowable Moment (lb-ft) = <br />Allowable Shear (lbs) = <br />Moment DCR = <br />Shear DCR = <br />Page 5 of 8 <br />Kim Quoc Le <br />206.0 <br />172.0 <br />396.0 <br />724.0 <br />0.52 <br />0.237 <br />Roof 1 <br />334.0 <br />279.0 <br />551.0 <br />1008.0 <br />0.606 <br />0.277 <br />302.0 <br />252.0 <br />551.0 <br />1008.0 <br />0.548 <br />0.25 <br />1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com <br />252.0 <br />210.0 <br />551.0 <br />1008.0 <br />0.456 <br />0.208 <br />5216 W Crystal Ln <br />07/28/23