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--PASS , <br /> UATI:: 12/14/2021 — COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Lucas REVIEWED BY: L V <br /> PROD.ADDRESS: -- PROJECT NAME: Lucas <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: 5fTDblJst@a SpiaralStairCase CODE: 2018 International Building Code <br /> MEMBERIYPE•.: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> [__Hem-Fir — �—No.2 (2)1_5 X 5.5 <br /> :T,r; <br /> OW <br /> Start(ft):0 End(ft):5 Member Slope:0/12 actual Length(ft):5 <br /> Area Ix ly SSW Lams G Kcr <br /> pn2) (in`) 0n4) (Ibf/ft) Creep Factor <br /> 16.5 41.59 3.09 3.26 2 0.43 1 <br /> aR■l--- — ------ — ------ — <br /> Fb(psi) Ft(psi) Fv(ps) -- Fc(psi) -- 1`4:1(ps7— E(psi)x10:` — Emin(psi)X103— <br /> Base Values 850 !;25 150 1300 405 13DO 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 /> --F -- 1.3 1.3 -------�---- 11 ---- ---I --- 1 — <br /> -Bending <br /> ��Adjustmiant 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 - 5 0 5 0 1.00 0.96 1.00 1.00 <br /> PASS/FAII. MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO) DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(82.1%) 26.9 150.0 0 D+I. 1 <br /> Bending Stress Y(psi) PASS(73.4%) 293.6 1105.0 2.5 D+I. 1 <br /> Ceflection(in) PASS(87.7%) 0.031(=L/1948) 0.250(=L/240) 2.5 D+I. <br /> Bearing Stress(psi) PASS(93.0%) 28.2 405.0 0 D+I. 1 <br /> • • `-Units for V.Ibf Units f.)r M:Ibf-ft — — <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 163 133 0 0 0 0 0 0 0 0 0 <br /> B 163 133 0 0 0 0 0 0 0 0 0 <br /> Reaction Locatior <br /> A — ------ — ----- B <br /> —Type---- Left Magnitude— Right Magnitude Load Start(ft) Lead End(ft) Load'type Direction — <br /> Uniform(Ibf/ft) 53.2 53.2 0 5J Li%e Y <br /> Uniform(Ibf/ft) 19.95 19.95 0 5 Dead Y <br /> Uniform(Ibf/t't) 42 42 0 5 Dead Y <br /> Self Weight(lbi/ft) 3.26 3.26 0 5 Dead Y <br /> PROJECT:Lucas 2018 International Building Code ASD <br />