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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 />Antonio Navarro <br />190.0 <br />114.0 <br />456.0 <br />724.0 <br />0.416 <br />0.158 <br />Roof 1 <br />379.0 <br />228.0 <br />634.0 <br />1008.0 <br />0.598 <br />0.227 <br />332.0 <br />200.0 <br />634.0 <br />1008.0 <br />0.523 <br />0.198 <br />1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com <br />303.0 <br />183.0 <br />634.0 <br />1008.0 <br />0.479 <br />0.181 <br />1719 W McEvoy Ln <br />01/30/23