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T Page 7 <br /> 7.1 <br /> { <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: 28FtDragTruss/Girder CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.1 (1)5.5 X 15.5 DRY <br /> i <br /> i <br /> I , <br /> 28' <br /> Start(ft):0 End(ft):28 Member Slope:0/12 Actual Length(ft):28 <br /> Area Ix ly BSW Lams G Kcr <br /> (in') (in') (in') (Ibf/ft) Creep Factor <br /> 8S25 1706.78 214.9 19.44 1 0.5 1 <br /> .� . <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 1350 675 170 925 625 1600 580 <br /> Adjusted Values 1312 675 170 925 625 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 Cfu=0.74Cr=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 28 0 28 0 1.00 0.98 1.00 1.00 <br /> . . <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(56.0%) 93.5 212.5 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(15.8%) 1350.8 1604.5 0 D+Lr 1.25 <br /> Deflection(in) PASS(79.4%) 0.384(=L/874) 1.867(=L/180) 14 D+Lr <br /> Bearing Stress(psi) PASS(55.8%) 276.0 625.0 0 D+Lr 1.25 <br /> • Units for V:IV Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 2162 0 3150 0 0 0 0 0 0 0 0 <br /> B 2162 0 3150 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 10090 0 14700 0 0 0 0 0 0 0 0 <br /> B -10090 0 -14700 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />