Laserfiche WebLink
rm. Page 6 <br /> DATE: 2/20/2023 COMPANY: Structural Works,PLLC <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <br /> PROD.ADDRESS: -- PROJECT NAME: 2352 <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: FB-1 CODE: 2021 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Glulams <br /> Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1)5.5 X 12 DRY i <br /> FB-1 DIAGRAM <br /> f,, <br /> 5.5"BL(A) Ell_(B) 5.5' <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):16.5 Member Slope:0/12 Actual Length(ft):16.5 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (in') (inn) (lbf/ft) Creep Factor <br /> 66 792 166.38 15.05 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc L Ex Exmin Ey Eymin <br /> (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) <br /> Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 <br /> Adjusted Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000 <br /> CM 1 1 1 1 1 1 1 1 1 1 1 1 <br /> CT 1 1 1 1 1 1 1 1 1 1 1 1 <br /> Bending Adjustment Factors Cyr=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 16.5 0 16.5 0 1.00 0.98 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 (69.7%) 80.3 265.0 0 D+L 1 <br /> Bending Stress Y(psi) PASS(45.6%) 1306.2 2400.0 8.09 D+L 1 <br /> Deflection(in) PASS(39.9%) 0.495(=L/400) 0.825(=L/240) 8.25 D+L <br /> Bearing Stress(psi) PASS(70.3%) 166.4 560.0 0 D+0.75L+0.525E(+)+0.755 1.6 <br /> REACTIONS Units for V:Ibf Units for M:Ibf-ft <br /> Maxis DEAD LIVE LIVE ROOF SNOW SEISMIC + SEISMIC- TOTAL <br /> A 1716 1815 505 631 2828 2121 9616 <br /> B 1592 1815 395 494 88 795 5179 <br /> Reaction Location <br /> A B <br /> PROJECT:2352 2021 International Building Code ASD <br />