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Date :8/24/2021 <br />Job Code: BERTHA HERNANDEZ <br />4 of 6 <br />Allowable Widthrawal Force, W'p (lbs) = <br />Applied Uplift Force (lbs) = <br />Uplift DCR = <br />Ref. Lateral Value, Z (lbs) = <br />(C M = Ct = C = Ceg = 1.0) C D = <br />Adjusted Lateral Value, Z' (lbs) = <br />Applied Laeral Force (lbs) = <br />Angle of Resultant Force, <br />Adjusted Interaction Lateral Value, Z' (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 />5078 <br />4872 <br />989 <br />283 <br />0.31 <br />0.09 <br />5078 <br />4872 <br />1565 <br />447 <br />0.35 <br />0.10 <br />5078 <br />4872 <br />1775 <br />507 <br />0.26 <br />0.08 <br />3649 <br />3502 <br />266 <br />Force Checks: <br />Roof 1 <br />933 <br />1058 <br />0.01 <br />10 <br />88 <br />0.9 <br />243 <br />0.24 <br />270 <br />1064 <br />-254 <br />www.ahzengineers.com <br />1419 S Spruce St <br />01/13/22