Laserfiche WebLink
PASS A Page 54 <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: 4.5FtFdnFlrBm 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 /> l <br /> I I <br /> I 4. 6" <br /> Start(ft):0 End(ft):4.5 Member Slope:0/12 Actual Length(ft):4.5 <br /> Area Ix ly BSW Lams G Kcr <br /> (ink (in`) Qn`) (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 /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br /> 1 4.5 0 4.5 0 1.00 1.00 1.00 1.00 <br /> §. , Zalw <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(28.0%) 129.5 180.0 4.5 D+L 1 <br /> Bending Stress Y(psi) PASS(53.2%) 504.1 1077.2 4.5 D+L 1 <br /> Deflection(in) PASS(97.2%) 0.004(=L/128S7) 0.150(=L/360) 2.25 L <br /> Bearing Stress(psi) PASS(63.5%) 228.2 625.0 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 905 1890 0 0 0 0 0 0 0 0 0 <br /> B 905 1890 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 679 1418 0 0 0 0 0 0 0 0 0 <br /> B -679 -1418 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 />