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2039 N Victoria Drive #2 - Plan
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2039 N Victoria Drive #2 - Plan
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6/15/2025 12:29:09 PM
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6/15/2025 12:29:02 PM
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Plan
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101122463
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2039 N Victoria Dr Unit# 2
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PASS <br />DATE: 11/27/2024 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: -- PROJECT NAME: 2039 N Victoria Dr <br />-- <br />LEVEL: Roof LOADING: LRFD <br />MEMBER NAME: Roof Ridge Beam CODE: 2022 California Building Code <br />MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br />MATERIAL: Structural Composite Lumber <br />Weyerhaeuser 2.2E Parallam PSL (1) 5.25 X 18 DRY <br />Roof Ridge Beam DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 33.25 Member Slope: 0/12 Actual Length (ft): 33.25 <br />Area Ix Iy BSW Lams Cfn Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />94.5 2551.5 217.05 29.53 1 9 1 <br />STRENGTH PROPERTIES <br />Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ <br />Base Values 2900 2300 290 2900 625 2200 1118.19 <br />Adjusted Values 6261 4968 626 6264 939 2200 1673 <br />K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 <br />C M 1 1 1 1 1 1 1 <br />C T 1 1 1 1 1 1 1 <br />Bending Adjustment Factors C V = 0.96C r = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values <br />BEAM DATA <br />Unbraced Length (ft) Beam End <br />Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br />1 33.25 0 33.25 0 <br />PASS-FAIL <br />Shear Stress Y (psi) <br />Bending Stress Y (psi) <br />Deflection Y (in) <br />Bearing Stress (psi) <br />PASS/FAIL <br />PASS (68.0%) <br />PASS (25.8%) <br />PASS (2.2%) <br />PASS (31.8%) <br />MAGNITUDE <br />160.2 <br />3550.9 <br />2.168 (=L/184) <br />640.8 <br />STRENGTH <br />501.1 <br />4788.2 <br />2.217 (=L/180) <br />939.4 <br />LOCATION (ft) <br />0 <br />16.625 <br />16.625 <br />0 <br />LOAD COMBO <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />D+Lr <br />1.2D+1.6Lr+L <br />TIME EFFECT λ <br />0.8 <br />0.8 <br />0 <br />0.8 <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD LIVE ROOF TOTALY axis <br />A 4198 3159 7357 <br />B 4198 3159 7357 <br />Reaction Location <br />A B <br />Page 5 <br />2022 California Building Code LRFDPROJECT: 2039 N Victoria Dr <br />2039 N Victoria Drive <br />#24/28/2025
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