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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 />Felipe Gonzalez <br />259.0 <br />136.0 <br />456.0 <br />724.0 <br />0.569 <br />0.188 <br />Roof 1 <br />518.0 <br />272.0 <br />634.0 <br />1008.0 <br />0.818 <br />0.27 <br />454.0 <br />238.0 <br />634.0 <br />1008.0 <br />0.716 <br />0.236 <br />1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com <br />415.0 <br />218.0 <br />634.0 <br />1008.0 <br />0.654 <br />0.216 <br />1714 S Greenville <br />St02/10/23