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Page 30 <br /> PASS. <br /> -----:A <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: 2x10HF2DeckJst CODE: 1 2018 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Hem-Fir No.2 (1)1.5 X 9.25 16(in)O.C. DRY <br /> 8' <br /> Start(ft):0 End(ft):8 Member Slope:0/12 Actual Length(ft):8 O.C.Spacing(in):16 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in`) (in 4) (Ibf/ft) Creep Factor <br /> 13.88 98.93 2.6 2.74 1 0.43 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x10' Emin(psi)x10' <br /> Base Values 850 525 150 1300 405 1300 470 <br /> Adjusted Values 1075 578 150 1300 40S 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 1 1 <br /> Bending Adjustment Factors Cfu=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 8 0 8 0 1.00 0.72 1.00 1.00 <br /> . . <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(70.4%) 44.4 150.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(57.1%) 461.1 1075.2 4 D+L 1 <br /> Deflection(in) PASS(78.5%) 0.057(=L/1676) 0.267(=L/360) 4 L <br /> Bearing Stress(psi) PASS(80.7%) 78.3 405.0 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 91 320 0 0 0 0 0 0 0 0 0 <br /> B 91 320 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 />