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• <br /> IIIIIIIIIIIIIIIIIIIr PASS III <br /> DATE: 6/25/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Ambrose REVIEWED BY: L V <br /> PROJ. ADDRESS: -- PROJECT NAME: Ambrose-Mukilteo <br /> Mukilteo,___. <br /> LEVEL: Roof LOADING: ASD <br /> . MEMBER NAME: 4FtHdrRoofBm CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)3.5 X 7.25 DRY r <br /> 4FtHdrRoofBm DIAGRAM <br /> 14 <br /> S. <br /> 3.5" Bearing Length 3.5" <br /> I 4'3-61/64" <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):4.33 Member Slope:0/12 Actual Length(ft):4.33 <br /> Area lx ly BSW Lams G Kcr <br /> (ine) (in`) (in`) (Ibf/ft) Creep Factor <br /> 25.38 111.15 25.9 5.79 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) ft(psi) Fv(psi) Fc(psi) Fcl(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1170 690 180 1417 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 Cfu=1 Cr=1 <br /> BEAM DATA <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 4.33 0 4.33 0 1.00 0.99 1.00 1.00 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(61.0%) 87.8 225.0 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(57.0%) 629.0 1462.5 2.16 D+Lr 1.25 <br /> - Deflection(in) PASS(89.4%) 0.031(=L/1704) 0.289(=L/180) 2.16 D+Lr <br /> Bearing Stress(psi) PASS inn.f°4,+ 121.2 625.0 0 D+Lr 1.25 <br /> REACTIONS 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 565 0 920 0 0 0 0 0 0 0 0 <br /> B 565 0 920 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Ambrose- Mukilteo 2018 International Buildina Code ASD <br />