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PASS Page 9 <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: 24FtGirderTtrussAbvCovBal/MstrBe... CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch Select Structural (1)5.5 X 15.5 DRY <br /> we r M M W.il emwe -• <br /> 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 /> 85.25 1706.78 214.9 19.44 1 0.5 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x10' Emin(psi)x10' <br /> Base Values 1600 950 170 1100 62S 1600 580 <br /> Adjusted Values 1555 950 170 1100 625 1600 580 <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 0.9719635 1 1 1 1 1 1 <br /> Bending Adjustment Factors C{u=0.86Cr =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 0.98 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(25.9%) 157.5 212.5 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(0.0%) 1905.7 1906.3 0 D+Lr 1.25 <br /> Deflection(in) PASS(79.4%) 0.329(=L/876) 1.600(=L/180) 10.56 D+Lr <br /> Bearing Stress(psi) PASS(25.6%) 465.1 625.0 0 D+Lr 1.25 <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 3623 0 5330 0 0 0 0 0 0 0 0 <br /> B 1417 0 1837 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 14300 0 20674 0 0 0 0 0 0 0 0 <br /> B -7984 0 -108" 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />