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PASS 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 /> PROD.ADDRESS: -- PROJECT NAME: Tyler Levin Revision Plan <br /> LEVEL: Roof LOADING: ASD <br /> MEMBER NAME: 3FtManDrHdr CODE: 2021 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch INo.2 (1)3.5 X 7.25 DRY <br /> 3in BL(A) BL(B) 3in <br /> ,' , <br /> 51 <br /> Start(ft):0 End(ft):3.33 Member Slope:0/12 Actual Length(ft):3.33 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in") (in°) (Ibf/ft) Creep Factor <br /> 2538 111.15 25.9 5.79 1 O.S 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Emir(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1170 690 180 1418 625 1600 580 <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 Cr =1 <br /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) CL(fop) CL(Bottom) CL(Left) CL(Right) <br /> 1 3.33 0 3.33 0 <br /> TW <br /> '• PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(56.2%) 78.8 180.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(75.1%) 289.6 1164.8 0 D+L 1 <br /> Deflection Y(in) PASS(98.5%) 0.002(=L/20040) 0.167(=U240) 1.665 D+L 1 <br /> Bearing Stress(psi) 127.0 625.0 0 D+L 1 <br /> Units for V:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE TOTAL <br /> A 468 866 1334 <br /> B 468 866 1334 <br /> M@x <br /> �A 259 481 740 -- — - <br /> B -259 -481 -740 <br /> Reaction Location <br /> A B <br /> PROJECT:Tyler Levin Revision Plan 2021 International Building Code ASD <br />