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PASS A Page 34 <br /> DATE: 3/30/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCa(c 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: 8FtHdrFlrBm@GreatRm CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)3.5 X 11.25 DRY <br /> 8-3-61/64- <br /> Start(ft):0 End(ft):8.33 Member Slope:0/12 Actual Length(ft):8.33 <br /> Area Ix ly SSW Lams G Kcr <br /> (in') (in`) (in`) (Ibf/ft) Creep Factor <br /> 39.38 415.28 40.2 8.98 1 0.5 1 <br /> ••• <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 990 575 180 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 1 <br /> Bending Adjustment Factors Cf,=1 Cr=1 <br /> , 0 , <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 8.33 0 8.33 0 1.00 0.99 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (26.9%) 131.5 180.0 8.33 D+L 1 <br /> Bending Stress Y(psi) PASS(20.9%) 779.1 984.5 8.33 D+L 1 <br /> Deflection(in) PASS(93.4%) 0.018(=L/5463) 0.278(=L/360) 4.16 L <br /> Bearing Stress(psi) PASS(54.9%) 281.9 625.0 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 1120 2332 0 0 0 0 0 0 0 0 0 <br /> B 1120 2332 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 1555 3238 0 0 0 0 0 0 0 0 0 <br /> B -1555 -3238 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 />