Laserfiche WebLink
PASS. � Page 19 <br /> DATE: 3/30/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCaic 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: 11.5FtHdrRoofBm@CovBalcny CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: i Solid Sawn <br /> Douglas Fr-Larch No.2 (1)5.5 X 13.5 DRY <br /> r. — <br /> 77 <br /> 11' 6" <br /> Start(ft):0 End(ft):11.5 Member Slope:0/12 Actual Length(ft):11.5 <br /> Area Ix ly BSW Lams G Kcr <br /> 6n2) (in`) (in`) (Ibf/ft) Creep Factor <br /> 7425 1127.67 187.17 1633 1 0.5 1 <br /> •••• <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(ps) E(psi)x103 Emin(psi)x103 <br /> Base Values 875 425 170 600 625 1300 470 <br /> Adjusted Values 864 425 170 600 625 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 /> C F 0.9869983 1 1 1 1 1 1 <br /> Bending Adjustment Factors Cfu=1 Cr=1 <br /> ENT,ME 0 • <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 11.5 0 11.5 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 (39.5%) 128.5 212.5 11.5 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(21.7%) 841.9 1074.8 11.5 D+Lr 1.25 <br /> Deflection(in) PASS(94.2%) 0.044(=L/3129) 0.767(=L/180) 6.44 D+Lr <br /> Bearing Stress(ps) PASS (47.1%) 330.3 625.0 11.5 D+Lr 1.25 <br /> • WNW 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 1049 0 1457 0 0 0 0 0 0 0 0 <br /> B 2616 0 3743 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 2639 0 3655 0 0 0 0 0 0 0 0 <br /> B -4883 0 -6838 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />