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-— PS- Page 52 <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: 6FtFdnFlrBm 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 9.25 DRY <br /> • •Mori 101 <br /> Ole <br /> I I <br /> I 6- <br /> Start(ft):0 End(ft):6 Member Slope:0/12 Actual Length(ft):6 <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 /> ••• • <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 S80 <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 /> C F 1.2 1.1 1 1 1 1 1 <br /> Bending Adjustment Factors Cfu=1 Cr =1 <br /> R . . <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 0 6 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 (4.1%) 172.7 180.0 6 D+L 1 <br /> Bending Stress Y(psi) PASS(16.7%) 896.1 1076.2 6 D+L 1 <br /> Deflection(in) PASS(93.4%) 0.013(=L/5414) 0.200(=U360) 3 L <br /> Bearing Stress(psi) PASS(51.3%) 304.3 625.0 0 D+L 1 <br /> • Units for V:lbf Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 1207 2520 0 0 0 0 0 0 0 0 0 <br /> B 1207 2520 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 1207 2520 0 0 0 0 0 0 0 0 0 <br /> B -1207 -2S20 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 />