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Job Code: PET MARTINEZ <br />4 of 6 <br />Uplift DCR = <br />Ref. Lateral Value, Z (lbs) = <br />(C M = Ct = C Δ = 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 />Moment DCR = <br />Shear DCR = <br />0.85 <br />0.40 <br />634 <br />1008 <br />541 <br />399 <br />0.56 <br />0.24 <br />634 <br />1008 <br />358 <br />239 <br />0.68 <br />0.28 <br />634 <br />1008 <br />428 <br />285 <br />0.32 <br />0.14 <br />456 <br />725 <br />98 <br />Force Checks: <br />Roof 1 <br />147 <br />1059 <br />0.02 <br />20 <br />88 <br />0.9 <br />243 <br />0.49 <br />270 <br />www.ahzengineers.com <br />1705 W Cubbon St <br />04/14/23