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PASS <br />DATE: 1/22/2025 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: -- PROJECT NAME:2039 Victoria Dr - Patio Cover <br />-- <br />LEVEL: Roof LOADING: LRFD <br />MEMBER NAME: Patio Roof Rafter CODE: 2022 California Building Code <br />MEMBER TYPE: ROOF RAFTER NDS: 2018 NDS <br />MATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (1) 1.5 X 5.5 24 (in) O.C. DRY <br />Patio Roof Rafter DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 9.188 Member Slope (in): 4/12 Actual Length (ft): 9.69 Roof Pitch (in): 4/12 O.C. Spacing (in): 24 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />8.25 20.8 1.55 1.88 1 0.5 1 <br />STRENGTH PROPERTIES <br />Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ <br />Base Values 900 575 180 1350 625 1600 580 <br />Adjusted Values 2905 1615 389 3208 939 1600 868 <br />K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 <br />CM 1 1 1 1 1 1 1 <br />CT 1 1 1 1 1 1 1 <br />Ci 1 1 1 1 1 1 1 <br />CF 1.3 1.3 1 1.1 1 1 1 <br />Bending Adjustment Factors C fu = 1 C r = 1.15 <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 9.188 0 9.1875 3.062667 <br />PASS-FAIL <br />Shear Stress Y (psi) <br />Bending Stress Y (psi) <br />Deflection Y (in) <br />Compressive Stress (psi) <br />Tensile Stress (psi) <br />Bearing Stress (psi) <br />Bending-Compression (Unit) <br />Bending-Tension (Unit) <br />PASS/FAIL <br />PASS (68.0%) <br />PASS (9.4%) <br />PASS (55.8%) <br />PASS (98.4%) <br />PASS (98.3%) <br />PASS (87.7%) <br />PASS (9.4%) <br />PASS (9.4%) <br />MAGNITUDE <br />99.6 <br />2104.9 <br />0.214 <br />22.1 <br />22.1 <br />115.5 <br />0.91 <br />0.91 <br />STRENGTH <br />311.0 <br />2323.9 <br />0.484 (=L/240) <br />1421.6 <br />1291.7 <br />939.4 <br />1.00 <br />1.00 <br />LOCATION (ft) <br />9.188 <br />4.594 <br />4.594 <br />0 <br />9.188 <br />0 <br />4.594 <br />4.686 <br />LOAD COMBO <br />1.2D+1.6Lr-0.5W(-) <br />1.2D+1.6Lr-0.5W(-) <br />Lr <br />1.2D+1.6Lr-0.5W(-) <br />1.2D+1.6Lr-0.5W(-) <br />1.2D+1.6Lr-0.5W(-) <br />1.2D+1.6Lr-0.5W(-) <br />1.2D+1.6Lr-0.5W(-) <br />TIME EFFECT λ <br />0.8 <br />0.8 <br />0.8 <br />0.8 <br />0.8 <br />0.8 <br />0.8 <br />Page 3 <br />2022 California Building Code LRFDPROJECT: 2039 Victoria Dr - Patio Cover <br />2039 N Victoria Dr - REV <br />24/22/2025