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Page 44 <br /> --- PASS - <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 /> PROD.ADDRESS: -- PROJECT NAME: Carlisle Residence <br /> LEVEL Main Floor LOADING: ASD <br /> MEMBER NAME: 24FtFlrBmAbvGarage CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL Structural Composite Lumber <br /> Weyerhaeuser 2.0E Parallam PSL (1)5.25 X 20 DRY <br /> I I <br /> 24• <br /> Start(ft):0 End(ft):24 Member Slope:0/12 Actual Length(ft):24 <br /> Area Ix ly BSW Lams Cfn Kcr <br /> on') (in`) (in`) (Ibf/ft) Creep Factor <br /> 105 3500 241.17 32.81 1 9 1 <br /> M. <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 2900 2300 290 2900 625 2000 1016.535 <br /> Adjusted Values 2900 2300 290 2900 625 2000 1017 <br /> CM 1 1 1 1 1 1 1 <br /> CT 1 1 1 1 1 1 1 <br /> Bending Adjustment Factors CV =0.94Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values <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 24 0 24 0 1.00 0.97 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(35.0%) 188.6 290.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(34.8%) 1787.0 2740.0 0 D+L 1 <br /> Deflection(in) PASS(78.3%) 0.174(=L/1658) 0.800(=L/360) 11.76 L <br /> Bearing Stress(psi) PASS(26.8%) 457.3 625.0 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 2794 10410 0 0 0 0 0 0 0 0 0 <br /> B 2794 9122 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 11175 40947 0 0 0 0 0 0 0 0 0 <br /> B -11175 -38059 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A g <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />