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PAS S A <br /> DATE:� 12/14/2021 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Lucas REVIEWED BY: L V <br /> PROJ.ADDRESS: -- PROJECT NAME: Lucas <br /> LEVEL: Main Floor LOADING: ASD — <br /> MEMBER NAME: 11.SFtDblJst@SoiralStairCase CODE: 2018 International Building Code <br /> MEMBER IYPl:: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> 1_ Hem-Fir _--.- — No.2 -- (3)1.5 X 5.5 --�— DRY —�—_---� - <br /> l <br /> Start(ft):0 End(ft):11.5 Member Slope:0/12 Actual Length(ft):11.5 <br /> Area Ix ly BSW Lams G Kcr <br /> 0n2) (n`) (n`) (Ibf/ft) Creep Factor <br /> 24.75 62.39 4.64 4.88 3 0.43 1 <br /> F_b(psi) _ Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)AW Emin(psi)x103_ <br /> Base Values 850 !;25 150 1300 405 1300 470 <br /> Adjusted Values_— 1105 — — 682 _— 150 -- 1430 —405 -- 13DO 470 — <br /> CM 1 1 1 1 1 I 1 <br /> CT 1 1 1 1 1 I 1 <br /> Ci 1 1 1 1 1 I 1 <br /> CF -- 1.3 1.3 <br /> -Bending Adjustment Factors C fu=1 Cr=1 <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 11 5 0 11.5 0 ---1.00 0.95 1.00 1.140 <br /> PASS/FAII. MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(66.1%) 50.8 150.0 0 D+I_ 1 <br /> Bending Stress (psi) PASS(11.9%) 924.8 1049.3 0 D+I. 1 <br /> Ceflection(in) PASS(71.0%) 0.167(=L/828) 0.575(=L/240) 5.75 D+I. <br /> Bearing Stress(psi) PASS(86.9%) 532 405.0 0 D+I. 1 <br /> Il •► `-Units for V:Ibf Units for M:Ibf-ft — — <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 466 372 0 0 0 0 0 0 0 0 0 <br /> B 466 372 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A, 971 777 0 0 0 0 0 0 0 0 0 <br /> B -971 -777 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Lucas 2018 International Buildina Code ASD <br />