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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: Main Floor LOADING: LRFD <br />MEMBER NAME: Ridge Beam Post CODE: 2022 California Building Code <br />MEMBER TYPE: COLUMN NDS: 2018 NDS <br />MATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (1) 3.5 X 5.5 DRY <br />Ridge Beam Post DIAGRAM <br />COLUMN PROPERTIES <br />Start(ft) 0 End(ft): 12.5 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />19.25 48.53 19.65 4.39 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 1615 389 3208 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 1.3 1.3 1 1.1 1 1 1 <br />Bending Adjustment Factors C fu = 1 C r = 1 <br />COLUMN DATA <br />Unbraced Length (ft) Column End <br />Span Length (ft) X Y Offset CP Ke(X Axis) Ke(Y Axis) KeL/d (X Axis) KeL/d (Y Axis) <br />1 12.5 10 1 0 21.82 3.43 <br />PASS-FAIL <br />Compressive Stress (psi) <br />PASS/FAIL <br />PASS (58.0%) <br />MAGNITUDE <br />527.7 <br />STRENGTH <br />1256.9 <br />LOCATION (ft) <br />0 <br />LOAD COMBO <br />1.2D+1.6Lr+L <br />TIME EFFECT λ <br />0.8 <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD LIVE ROOF TOTALZ axis <br />A 4253 3159 7412 <br />B 0 0 0 <br />Reaction Location <br />A B <br />Page 19 <br />2022 California Building Code LRFDPROJECT: 2039 N Victoria Dr <br />2039 N Victoria Drive <br />#24/28/2025