Laserfiche WebLink
Page 22 <br /> PAS'S <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: 2X12Hf2-16FtSpanFlrJst CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL Solid Sawn <br /> Hem-Fr I No.2 (1)1.5 X 1125 16(in)O.C. DRY <br /> .MW <br /> l <br /> L I <br /> L 16'3-61/64- <br /> Start(ft):0 End(ft):16.33 Member Slope:0/12 Actual Length(ft):16.33 O.C.Spacing(in):16 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in) (n') (Ibf/ft) Creep Factor <br /> 16.88 177.98 3.16 3.33 1 0.43 1 <br /> •••• <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 978 525 150 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 C fu=1 Cr=1.15 <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 16.33 0 16.33 0 1.00 0.69 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (62.9%) 55.6 150.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(3.5%) 646.1 669.6 0 D+L 1 <br /> Deflection(in) PASS(86.4%) 0.074(=L/2655) 0.544(=L/360) 8.16 L <br /> Bearing Stress(psi) PASS(70.6%) 119.2 405.0 0 D+L 1 <br /> M1126301R.W 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 190 435 0 0 0 0 0 0 0 0 0 <br /> B 190 435 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 518 1185 0 0 0 0 0 0 0 0 0 <br /> B -518 -1185 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 />