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M 5a Page 10 <br /> �aW <br /> DATE: 2/20/2023 COMPANY: Structural Works, PLLC <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <br /> PROJ.ADDRESS: -- PROJECT NAME: 2352 <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: New Floor Joist CODE: 2021 International Building Code <br /> MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS <br /> MATERIAL: I-Joists <br /> Weyerhaeuser TJI 210 (1)11.875 0(in)O.C. DRY <br /> New Floor Joist DIAGRAM <br /> 3" BI_(A) BL(B) 3i <br /> 114 1 <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):11 Member Slope:0/12 Actual Length(ft):11 O.C.Spacing(in):16 <br /> End Rcap End Rcap End Rcap End Rcap Int Rcap Int Rcap Int Rcap Int Rcap <br /> El x10' BSW Lams K x10' Mcap Vcap 1.75 NS 3.5 NS 1.75 WS 3.5 WS 3.5 NS 5.25 NS 3.5 WS 5.25 WS <br /> (Ibf-in2) (Ibf/ft) (Ibf) (lbf-ft) (Ibf) (lbf) (lbf) (Ibf) (Ibf) (Ibf) (Ibf) (Ibf) (lbf) <br /> 315 2.8 1 4.5 3795 1655 1005 1460 1365 1655 2145 2565 2505 2925 <br /> BEAM DATA <br /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) <br /> 1 11 0 11 0 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Force(Ibf) PASS(76.94%,) 382.1 1655.0 0 D+L 1 <br /> Bending Moment(Ibf-ft) PASS(72.3%) 1050.7 3795.0 5.5 D+L 1 <br /> Deflection(in) PASS(84.8%) 0.056(-L/2366) 0.367(-L/360) 5.5 L <br /> Bearing Load(lbf) PASS(71.3%) 382.1 1330.0 0 D+L 1 <br /> REACTIONS Units for V:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE TOTAL <br /> A 89 293 382 <br /> B 89 293 382 <br /> Reaction Location WS-Web Stiffener Required NSR-No Stiffener Required <br /> A B <br /> NSR NSR <br /> LOAD LIST <br /> Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction <br /> Uniform(Ibf/ftZ) Uniform 40 40 0 11 Live Y <br /> Uniform(Ibf/ftZ) Uniform 10 10 0 11 Dead Y <br /> Self Weight(Ibf/ft) - 2.8 2.8 0 11 Dead Y <br /> PROJECT:2352 2021 International Building Code ASD <br />