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—` T - Page 48 <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: 24FtSpanFlrJstAbvGarage CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch I No.2 (2)1.5 X 11.25 12(in)O.C. DRY <br /> 3 — <br /> I � <br /> 24' <br /> Start(ft):0 End(ft):24 Member Slope:0/12 Actual Length(ft):24 O.C.Spacing(in):12 <br /> Area Ix ly BSW Lams G Kcr <br /> (in 2) (in') (in) (Ibf/ft) Creep Factor <br /> 33.75 355.96 6.33 7.7 2 0.5 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1035 575 180 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 1 1 1 1 1 1 <br /> Bending Adjustment Factors Cf,=1 Cr=1.15 <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 O.S7 1.00 1.00 <br /> . <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(81.4%) 33.4 180.0 24 D+L 1 <br /> Bending Stress Y(psi) PASS(2.5%) 570.7 585.3 24 D+L 1 <br /> Deflection(in) PASS(86.3%) 0.164(=L/1752) 1.200(=L/240) 12 D+L <br /> Bearing Stress(psi) PASS(88.5%) 71.7 625.0 0 D+L 1 <br /> • M&W 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 272 480 0 0 0 0 0 0 0 0 0 <br /> B 272 480 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 1089 1920 0 0 0 0 0 0 0 0 0 <br /> B -1089 -1920 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 />