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F PA55 A <br /> DATE: 11/10/2023 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Plus DESIGNED BY: LV <br /> CUSTOMER: Levin REVIEWED BY: LV <br /> PROJ.ADDRESS: -- PROJECT NAME: Tyler Levin Revision Plan <br /> LEVEL- Main Floor LOADING: ASD <br /> MEMBER NAME: 22Ft5panUpperFlrJst CODE: 2021 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL: I Solid Sawn <br /> Hem-Fir I No.2 (1)3.5 X 11.25 0(in)O.C. DRY <br /> OR <br /> •. • • . <br /> r <br /> 5.5inBL(A) BL(8) 5.5in <br /> Start(ft):0 End(ft):22 Member Slope:0/12 Actual Length(ft):22 O.C.Spacing(in):16 <br /> Area Ix ly SSW Lams G Kcr <br /> (in') (in`) (in4) (Ibf/ft) Creep Factor <br /> 39.38 415.28 40.19 7.77 1 0.43 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc.L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 850 525 ISO 1300 405 1300 470 <br /> Adjusted Values 1075 525 150 1300 405 1300 470 <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 1.1 1 1 1 1 1 1 <br /> Bending Adjustment Factors C fu =1 Cr =1.15 <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 22 0 22 0 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (70.6`r;) 44.2 150.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(26.5%) 690.8 939.4 0 D+L 1 <br /> Deflection Y(in) PASS(81.1%) 0.139(=L/1898) 0.733(=L/360) 11 L 0 <br /> Bearing Stress(psi) PASS (85.1%) 60.2 405.0 0 D+L 1 <br /> • Units for V:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE TOTAL <br /> A 379 780 1159 <br /> B 379 780 1159 <br /> M@x <br /> A 1389 2861 4250 <br /> B -1389 -2861 -4250 <br /> Reaction Location <br /> A B <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />