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PASS A Page 32 <br /> DATE: 3/30/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Carlisle Residence REVIEWED BY: L V <br /> PROJ.ADDRESS: -- PROJECT NAME: Carlisle Residence <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: 5FtHdrFlrBm@GreatRm CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL Solid Sawn <br /> Douglas Fir-Larch No.2 (1)3-5 X 7.25 DRY <br /> I I <br /> 5-3-61/64" <br /> Start(ft):0 End(ft):5.33 Member Slope:0/12 Actual Length(ft):5.33 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in`) (in`) (Ibf/ft) Creep Factor <br /> 25.38 111.15 2S.9 5.79 1 0.S 1 <br /> ••• • <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 62S 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 /> C F 1.3 1.2 1 1.05 1 1 1 <br /> Bending Adjustment Factors Cfu=1 Cr =1 <br /> �p . <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 5.33 0 5.33 0 1.00 0.99 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(27.7%) 130.1 180.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(1.9%) 1147.7 1170.0 2.66 D+L 1 <br /> Deflection(n) PASS(67.8%) 0.057(=L/1118) 0.178(=L/360) 2.66 L <br /> Bearing Stress(psi) PASS(71.3%) 179.7 625.0 0 D+L 1 <br /> NOW 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 708 1492 0 0 0 0 0 0 0 0 0 <br /> B 708 1492 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />