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IMMIIIIIIIIIIIIIIr PASS II <br /> DATE: 6/25/2022 COMPANY: American Home Planners <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: L V <br /> CUSTOMER: Ambrose REVIEWED BY: L V <br /> - PROJ.ADDRESS: -- PROJECT NAME: Ambrose - Mukilteo <br /> Mukilteo, <br /> LEVEL: Roof LOADING: ASD <br /> - MEMBER NAME: 3FtHdrRoofBm@GreatRM CODE: 2018 International Building Code <br /> MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 7 (1)3.5 X 7.25 DRY _ <br /> 3FtHdrRoofBm@GreatRM DIAGRAM <br /> ,y <br /> • <br /> ••• <br /> 3.5" Bearing Length 3.5" <br /> I 3'3-61/64' <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):3.33 Member Slope:0/12 Actual Length(ft):3.33 <br /> Area lx ly BSW Lams G Kcr <br /> (in2) (in") (in') (Ibf/ft) Creep Factor <br /> 25.38 111.15 25.9 5.79 1 0.5 1 <br /> STR NGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 1170 690 180 1417 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 1.3 1.2 1 1.05 1 1 1 <br /> Bending Adjustment Factors C fu =1 Cr =1 <br /> BEAM DATA <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 3.33 0 3.33 0 1.00 1.00 1.00 1.00 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS(89.2%) 24.2 225.0 0 D+Lr 1.25 <br /> Bending Stress Y(psi) PASS(90.9%) 133.3 1462.5 1.66 D+Lr 1.25 <br /> Deflection(in) PASS(98.3%) 0.004(=L/10516) 0.222(=L/180) 1.66 D+Lr <br /> Bearing Stress(psi) PASS lag 7°!•? 33.4 625.0 0 D+Lr 1.25 <br /> REACTIONS 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 159 0 250 0 0 0 0 0 0 0 0 <br /> B 159 0 250 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B <br /> PROJECT:Ambrose- Mukilteo 2018 International Buildino Code ASD <br />