Laserfiche WebLink
PASS <br />DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae <br />-- <br />LEVEL: Main Floor LOADING: LRFD <br />MEMBER NAME: Interior Door Header CODE: 2022 California Building Code <br />MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br />MATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (1) 3.5 X 7.25 DRY <br />Interior Door Header DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 10 Member Slope (in): 0/12 Actual Length (ft): 10 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />25.38 111.15 25.9 5.79 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 2526 1490 389 3062 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 1.2 1 1.05 1 1 1 <br />Bending Adjustment Factors C fu = 1 C r = 1 <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 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 (95.9%) <br />PASS (89.5%) <br />PASS (92.0%) <br />PASS (97.8%) <br />MAGNITUDE <br />12.8 <br />212.0 <br />0.040 <br />20.6 <br />STRENGTH <br />311.0 <br />2020.8 <br />0.500 (=L/240) <br />939.4 <br />LOCATION (ft) <br />0 <br />5 <br />5 <br />0 <br />LOAD COMBO <br />1.2D+1.6L+0.5Lr <br />1.2D+1.6L+0.5Lr <br />D+L <br />1.2D+1.6L+0.5Lr <br />TIME EFFECT λ <br />0.8 <br />0.8 <br />0.8 <br />Page 11 <br />2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae