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V <br /> *� • sm Page 11 <br /> DATE: 10/28/2022 COMPANY: American Home Planners <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: L V <br /> CUSTOMER: Carlson - Herrara REVIEWED BY: L V <br /> PROJ.ADDRESS: -- PROJECT NAME: Carlson - Herrara <br /> Everett WA, <br /> LEVEL: 1 Main Floor LOADING: ASD <br /> MEMBER NAME: 6FtFIrBm@StairLanding CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)3.5 X 7.25 L DRY <br /> 6FtFIrBm • StairLandin• DIAGRAM <br /> id <br /> ift <br /> 3" B!(A) BL(B) 3'' <br /> I 6• I <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):6 Member Slope:0/12 Actual Length(ft):6 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (in') (in') (lbf/ft) Creep Factor <br /> 25.38 111.15 25.9 5.79 1 0.5 1 <br /> STRENGTH 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 Cfu =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 6 0 6 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 (72.3%) 49.8 180.0 6 D+L 1 <br /> Bending Stress Y(psi) PASS(71.7%) 329.7 1166.6 6 D+L 1 <br /> Deflection(in) PASS(96.7%) 0.007(=L/10909) 0.200(=L/360) 3 L <br /> Bearing Stress(psi) PASS(87.2%) 80.2 625.0 0 D+L 1 <br /> REACTIONS Units for V:Ibf Units for M:lbf-ft <br /> Y axis DEAD LIVE TOTAL <br /> A 242 600 842 <br /> B 242 600 842 <br /> M@x <br /> A 242 600 842 <br /> B -242 -600 -842 <br /> Reaction Location <br /> A 35) B <br /> PROJECT:Carlson- Herrara 2018 International Building Code ASD <br />