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-- PASS Page 24 <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: 12.SfTuPPERfLRbMaBVsTAIRS CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Hem-Fir I No.2 (3)1.5 X 11.25 DRY <br /> .. . l LVA R ffla <br /> . . • . <br /> I I <br /> I 12• <br /> Start(ft):0 End(ft):12 Member Slope:0/12 Actual Length(ft):12 <br /> Area Ix ly BSW Lams G Kcr <br /> (n2) (in`) (in`) (Ibf/ft) Creep Factor <br /> 50.62 533.94 9.49 9.99 3 0.43 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc.L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 850 525 150 1300 405 1300 470 <br /> Adjusted Values 850 525 150 1300 405 1300 470 <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 Cfu=1 Cr=1 <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 12 0 12 0 1.00 0.91 1.00 1.00 <br /> • ' • PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(30.7%) 103.9 150.0 12 D+L 1 <br /> Bending Stress Y(psi) PASS(12.3%) 679.9 775.3 12 D+L 1 <br /> Deflection(in) PASS(92.3%) 0.031(=U4691) 0.400(=L/360) 6.12 L <br /> Bearing Stress(psi) PASS(45.0%) 222.7 405.0 12 D+L 1 <br /> U9711W 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 528 1245 0 0 0 0 0 0 0 0 0 <br /> B 1020 2488 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 1089 2574 0 0 0 0 0 0 0 0 0 <br /> B -1575 -3802 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 />