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PASS A Page 5 <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 /> PROJ.ADDRESS: -- PROJECT NAME: Carlisle Residence <br /> LEVEL: Roof LOADING: ASD <br /> MEMBER NAME: 13.SFtHdrroofBm@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 WET <br /> _ I <br /> 13' 6" <br /> Start(ft):0 End(ft):13.5 Member Slope:0/12 Actual Length(ft):13.5 <br /> Area Ix ly BSW Lams G Kcr <br /> (in2) (in`) (in`) (Ibf/ft) Creep Factor <br /> 63.25 697.07 159.44 15.02 1 0.5 1 <br /> •••• <br /> Fb(psi) Ft(psi) W(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 875 425 170 546 419 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 /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br /> 1 13.5 0 13.S 0 1.00 1.00 1.00 1.00 <br /> . <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(ps) PASS (52.3%) 101.3 212.5 13.5 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(8.3%) 998.3 1088.2 13.5 D+Lr 1.25 <br /> Deflection(in) PASS(87.1%) 0.116(=L/1399) 0.900(=L/180) 6.75 D+Lr <br /> Bearing Stress(psi) PASS(47.0%) 221.8 418.8 13.5 D+Lr 1.25 <br /> ISIRW 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 1253 0 2053 0 0 0 0 0 0 0 0 <br /> B 1636 0 2634 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 3461 0 5797 0 0 0 0 0 0 0 0 <br /> B -3819 0 -6266 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />