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• <br /> IIIIIIIIIIINMlr PASS III <br /> DATE: 6/25/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Ambrose REVIEWED BY: L V <br /> _ PROJ.ADDRESS: -- PROJECT NAME: Ambrose- Mukilteo <br /> Mukilteo, <br /> LEVEL: Main Floor LOADING: ASD <br /> . MEMBER NAME: PT Cantilevered Deck Jst CODE: 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 7.25 1 0(in)O.C. I WET <br /> PT Cantilevered Deck Jst DIAGRAM <br /> ,J <br /> S <br /> Y� Ae,*� <br /> . <br /> 3 5" Bearing Length 3 5" <br /> }-. 9, I 4 <br /> I 92. <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):12 Member Slope:0/12 Actual Length(ft):12 O.C.Spacing(in):16 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in') (in') (lbf/ft) Creep Factor <br /> 10.88 47.63 2.04 2.25 1 0.43 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fe(psi) Fc.L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 850 525 150 1300 405 1300 470 <br /> Adjusted Values 1173 630 146 1092 271 1170 423 <br /> CM 1 1 0.97 0.8 0.67 0.9 0.9 <br /> CT 1 1 1 1 1 1 1 <br /> Ci 1 1 1 1 1 1 1 <br /> CF 1.2 1.2 1 1.05 1 1 1 <br /> Bending Adjustment Factors C fu=1 Cr=1.15 <br /> ----- ---------- <br /> BEAM DATA <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 0.95 1.00 1.00 <br /> 2 4 0 4 0 1.00 0.98 1.00 1.00 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) 4,- ...;., 56.4 145.5 0 D+L 1 <br /> - Bending Stress V(psi) PASS(36.4%) 732.1 1151.0 8.04 D+L 1 <br /> Deflection(in) PASS(70.2%) 0.079(=L/1209) 0.267(=L/360) 12 L <br /> Bearing Stress(psi) PASS(48.1%) 155.8 300.4 8 D+L 1 <br /> RE A CTIONS 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 89 320 0 0 0 0 0 0 0 0 0 <br /> B 178 640 0 0 0 0 0 0 0 0 0 <br /> C 0 0 0 0 0 0 0 0 0 0 0 <br /> M(u©x <br /> A 119 427 0 0 0 0 0 0 0 0 0 <br /> B 59 213 0 0 0 0 0 0 0 0 0 <br /> C 0 0 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br />