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-`---— - Page 36 <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: 11.SUpperDeckBm CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)5.5 X 11.5 WET <br /> l I <br /> I <br /> Start(ft):0 End(ft):11.5 Member Slope:0/12 Actual Length(ft):11.5 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in') (in') (Ibf/ft) Creep Factor <br /> 63.25 697.07 159.44 15.02 1 0.5 1 <br /> •••• <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x10' Emin(psi)x10' <br /> Base Values 875 425 170 600 625 1300 470 <br /> Adjusted Values 875 425 170 546 419 1300 470 <br /> CM 1 1 1 0.91 0.67 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 11.5 0 11.5 0 1.00 0.99 1.00 1.00 <br /> PASSIFAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(71.4%) 48.7 170.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(33.2%) 5842 875.0 5.75 D+L 1 <br /> Deflection(n) PASS(72.8%) 0.104(=L/1324) 0.383(=L/360) 5.75 L <br /> Bearing Stress(psi) PASS(74.5%) 106.6 418.8 0 D+L 1 <br /> • NIRW 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 673 1380 0 0 0 0 0 0 0 0 0 <br /> B 673 1380 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 />