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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: Main Floor LOADING: ASD <br /> . MEMBER NAME: 3FtUpperFlrBmAbvEntry CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch L- No.2 I (1)3.5 X 9.25 DRY <br /> 3FtU »erFlrBmAbvEntr DIAGRAM <br /> i <br /> a . <br /> • <br /> z , <br /> 3.5" Bearing Length 3.5" <br /> I 3' <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):3 Member Slope:0/12 Actual Length(ft):3 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in4) (in`) (Ibf/ft) Creep Factor <br /> 32.38 230.84 33.05 7.38 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fe(psi) Fc_L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1080 632 180 1350 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 1.2 1.1 1 1 1 1 1 <br /> Bending Adjustment Factors C fu=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 3 0 3 0 1.00 1.00 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(85.6%) 25.9 180.0 3 D+L 1 <br /> Bending Stress Y(psi) PASS(90.7%) 100.7 1080.0 1.5 D+L 1 <br /> - Deflection(in) PASS(98.8%) 0.002(=L/20000) 0.150(=L/240) 1.5 D+L <br /> Bearing Stress(psi) Pm {97.4 ) 47.6 625.0 0 D+0.75L+0.75Lr 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 319 240 112 0 0 0 0 0 0 0 0 <br /> B 319 240 112 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Ambrose- Mukilteo 2018 International Buildino Code ASD <br />