Laserfiche WebLink
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 = 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 />729 <br />1008 <br />449 <br />146 <br />0.87 <br />0.21 <br />729 <br />1008 <br />635 <br />207 <br />1.00 <br />0.23 <br />729 <br />1008 <br />726 <br />236 <br />0.69 <br />0.16 <br />524 <br />725 <br />118 <br />Force Checks: <br />Roof 1 <br />363 <br />1058 <br />0.02 <br />17 <br />88 <br />0.9 <br />243 <br />0.40 <br />270 <br />1064 <br />-426 <br />www.ahzengineers.com <br />1419 S Spruce St <br />12/08/21