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����c(, ' Page 17 <br /> — —F�J <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: 36ftHipMstr@GreatRm/Balcony CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL Solid Sawn <br /> Douglas Fr-Larch No.1 (1)5.5 X 15.5 DRY <br /> I I <br /> 36' <br /> Start(ft):0 End(ft):36 Member Slope:0/12 Actual Length(ft):36 <br /> Area Ix ly BSW Lams G Kcr <br /> (n') (in') (in) (Ibf/ft) Creep Factor <br /> 85.25 1706.78 214.9 19.44 1 0.5 1 <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x10' Emin(psi)x10' <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 /> � � <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 36 0 36 0 1.00 0.97 1.00 1.00 <br /> 9M <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(6 7.3%) 69.5 212.5 36 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(18.7%) 1291.4 1589.0 36 D+Lr 1.25 <br /> Deflection(in) PASS(74.7%) 0.607(=L/711) 2.400(=L/180) 18 D+Lr <br /> Bearing Stress(psi) PASS(67.2%) 205.2 625.0 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 1700 0 22SO 0 0 0 0 0 0 0 0 <br /> B 1700 0 2250 0 0 0 0 0 0 0 0 <br /> M@x <br /> A 10200 0 13500 0 0 0 0 0 0 0 0 <br /> B -10200 0 -13S00 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Carlisle Residence 2018 International Building Code ASD <br />