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-- —_—� Page 1 <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: 24FtHipMstr@MstrCovBalcony CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL Solid Sawn <br /> Douglas Fir-Larch I No.2 (1)5.5 X 11.5 DRY <br /> =0XIMM.11 • <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 /> (ink (in`) (in`) (Ibf/ft) Creep Factor <br /> 6325 697.07 159.44 14.43 1 0.5 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 875 425 170 600 625 1300 470 <br /> Adjusted Values 875 425 170 600 625 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 <br /> Bending Adjustment Factors Cfu =1 Cr =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(76.6%) 49.6 212.5 24 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(23.5%) 828.8 1083.2 24 D+Lr 1.25 <br /> Deflection(in) PASS(82.0%) 0.287(=L/1002) 1.600(=L/180) 12 D+Lr <br /> Bearing Stress(psi) PASS(82.6%) 108.7 625.0 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 893 0 1200 0 0 0 0 0 0 0 0 <br /> B 893 0 1200 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 3572 0 4800 0 0 0 0 0 0 0 0 <br /> B -3572 0 -4800 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />