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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: Vaulted Rafter - 2x10 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 9.25 24(in) O.C. DRY <br />Vaulted Rafter - 2x10 DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 10 Member Slope: 0/12 Actual Length (ft): 10 Roof Pitch: 0/12 O.C. Spacing(in): 24 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />13.88 98.93 2.6 3.16 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 2458 1366 389 2916 939 1600 868 <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 />C i 1 1 1 1 1 1 1 <br />C F 1.1 1.1 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 10 0 10 4.167 <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 (80.3%) <br />PASS (56.2%) <br />PASS (81.2%) <br />PASS (99.1%) <br />PASS (98.4%) <br />PASS (87.6%) <br />PASS (56.2%) <br />PASS (56.2%) <br />MAGNITUDE <br />61.3 <br />861.5 <br />0.135 (=L/889) <br />17.0 <br />17.0 <br />116.3 <br />0.44 <br />0.44 <br />STRENGTH <br />311.0 <br />1966.4 <br />0.722 (=L/166) <br />1983.7 <br />1093.0 <br />939.4 <br />1.00 <br />1.00 <br />LOCATION (ft) <br />0 <br />5 <br />5 <br />0 <br />10 <br />0 <br />4.9 <br />5.1 <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 />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />1.2D+1.6Lr+L <br />TIME EFFECT λ <br />0.8 <br />0.8 <br />0 <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 N Victoria Dr <br />2039 N Victoria Drive <br />#24/28/2025