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Page 3 <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: Roof LOADING: ASD <br /> MEMBER NAME: 16FTRoofBm@MstrCovBalcony CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)5.5 X 11.5 WET <br /> l I <br /> 24' <br /> Start(ft):0 End(ft):24 Member Slope:0/12 Actual Length(ft):24 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in`) (in`) (Ibf/ft) Creep Factor <br /> 63.25 697.07 159.44 15.02 1 0.5 1 <br /> IMSTEVISTIM-1-3T.H.W <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x10' Emin(psi)x10' <br /> Base Values 875 425 170 600 625 1300 470 <br /> Adjusted Values 875 425 170 546 419 1300 470 <br /> CM 1 1 1 0.91 0.67 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 Cfu=1 Cr =1 <br /> 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 24 0 24 0 1.00 0.99 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (71.2%) 61.2 212.5 24 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(5.7%) 1021.7 1083.2 24 D+Lr 1.25 <br /> Deflection(in) PASS(77.9%) 0.354(=L/813) 1.600(=U180) 12 D+Lr <br /> Bearing Stress(psi) PASS(68.0%) 134.0 418.8 0 D+Lr 1.25 <br /> TrOTIT.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 1080 0 1500 0 0 0 0 0 0 0 0 <br /> B 1080 0 1500 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 4321 0 6000 0 0 0 0 0 0 0 0 <br /> B -4321 0 -6000 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />