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Date :1/27/2022 <br />Job Code: QUAN HY <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 = CΔ = Ceg = 1.0) C D = <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 />1560 <br />1584 <br />465 <br />93 <br />0.75 <br />0.15 <br />1560 <br />1584 <br />1175 <br />235 <br />0.86 <br />0.17 <br />1560 <br />1584 <br />1335 <br />267 <br />0.62 <br />0.12 <br />1121 <br />1139 <br />139 <br />Force Checks: <br />Roof 1 <br />695 <br />1038 <br />0.02 <br />22 <br />85 <br />0.9 <br />243 <br />0.24 <br />270 <br />1064 <br />-256 <br />www.ahzengineers.com