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PASS A Page 38 <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: 13.5FtSpanDeckJst CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 12018 NDS <br /> MATERIAL Solid Sawn <br /> Hem-Fir No.2 (1)1.5 X 9.25 16(in)O.C. DRY <br /> , <br /> S -" — — — - <br /> 13' 6" <br /> Start(ft):0 End(ft):13.5 Member Slope:0/12 Actual Length(ft):13.5 O.C.Spacing(in):16 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in') (in') (Ibf/ft) Creep Factor <br /> 13.88 98.93 2.6 2.74 1 0.43 1 <br /> . .� . IF <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(ps) E(psi)x10' Emin(psi)x10' <br /> Base Values 850 525 150 1300 405 1300 470 <br /> Adjusted Values 1075 578 150 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 1 1 <br /> Bending Adjustment Factors Cf,=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 13.5 0 13.5 0 1.00 0.82 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (50.0%) 75.0 150.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(1.1%) 875.3 885.5 0 D+L 1 <br /> Deflection(in) PASS(79.3%) 0.093(=L/1742) 0.450(=L/360) 6.75 L <br /> Bearing Stress(psi) PASS(67.4%) 132.1 405.0 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 153 540 0 0 0 0 0 0 0 0 0 <br /> B 153 540 0 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 345 1215 0 0 0 0 0 0 0 0 0 <br /> B -345 -1215 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 />