Laserfiche WebLink
- PASS_ � Page 15 <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: 11FtHdrRoofbm@CovBalcony 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 /> I <br /> I I <br /> 11' <br /> ..• . <br /> Start(ft):0 End(ft):11 Member Slope:0/12 Actual Length(ft):11 <br /> Area Ix ly SSW 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 /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)A03 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 C fu =1 Cr=1 <br /> 1 WIN • � I. <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 11 0 11 0 1.00 1.00 1.00 1.00 <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(5e.0°a} 106.3 212.5 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(25.3%) 813.5 1089.3 0 D+Lr 1.25 <br /> Deflection(in) PASS(91.9%) 0.059(=L/2226) 0.733(=L/180) 5.5 D+Lr <br /> Bearing Stress(psi) PASS(44.4%) 232.9 418.8 0 D+Lr 1.25 <br /> EU M-111IM01611111111F 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 1733 0 2750 0 0 0 0 0 0 0 0 <br /> B 1733 0 2750 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 3176 0 5042 0 0 0 0 0 0 0 0 <br /> B -3176 0 -5042 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />