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Job Code: DOUG RISK <br />4 of 6 <br />Uplift DCR = <br />Ref. Lateral Value, Z (lbs) = <br />(CM = Ct = CΔ = Ceg = 1.0) CD = <br />Adjusted Lateral Value, Z' (lbs) = <br />Applied Laeral Force (lbs) = <br />Angle of Resultant Force, α (deg) = <br />Adjusted Interaction Lateral Value, Z'α (lbs) = <br />Lateral DCR = <br />Roof Framing Checks: <br />LC1: D+S <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 />0.50 <br />0.39 <br />634 <br />1008 <br />320 <br />395 <br />0.52 <br />0.24 <br />634 <br />1008 <br />327 <br />245 <br />0.62 <br />0.29 <br />634 <br />1008 <br />391 <br />292 <br />0.29 <br />0.14 <br />456 <br />725 <br />105 <br />Force Checks: <br />Roof 1 <br />134 <br />1059 <br />0.02 <br />20 <br />88 <br />0.9 <br />243 <br />0.49 <br />270 <br />www.ahzengineers.com <br />2309 N Spurgeon <br />St12/11/2024