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- -- --AccS�--� Page 26 <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: 6fffDNfLRbM@Stairs CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch I No.2 (1)3.5 X 9.25 DRY <br /> I � <br /> 6-3-61/64" <br /> •• <br /> Start(ft):0 End(ft):6.33 Member Slope:0/12 Actual Length(ft):6.33 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in') (in`) (Ibf/ft) Creep Factor <br /> 32.38 230.84 33.05 7.38 1 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 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 /> 0 MITE in� , - <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 6.33 0 6.33 0 1.00 1.00 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(30.2%) 125.7 180.0 6.33 D+L 1 <br /> Bending Stress Y(psi) PASS(36.0%) 688.3 1076.0 6.33 D+L 1 <br /> Deflection(in) PASS(94.7%) 0.017(=L/4521) 0.317(=L/240) 3.16 D+L <br /> Bearing Stress(psi) PASS(64.6%) 221.5 625.0 0 D+L 1 <br /> • 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 941 1772 0 0 0 0 0 0 0 0 0 <br /> B 941 1772 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 993 1870 0 0 0 0 0 0 0 0 0 <br /> B -993 -1870 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 />