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17 of 24 <br /> Page 1 <br /> DATE: 9/13/2021 COMPANY: L120 Engineering &Design, LLC <br /> VITRUVIUS BUILD: StruCalc DESIGNED BY: Mans Thurfjell <br /> CUSTOMER: REVIEWED BY: Mans Thurfjell <br /> PROJ.ADDRESS: -- PROJECT NAME: New Project <br /> LEVEL: NOT YET ASSIGNED LOADING: ASD <br /> MEMBER NAME: New Floor Beam CODE: 2018 International Building Code <br /> MEMBER TYPE: FLOOR BEAM AISC: AISC 360-16 <br /> MATERIAL: Steel <br /> L Shapes(Equal Legs) L6x6x5/8 A36-36 <br /> New Floor Beam DIAGRAM <br /> •0• <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):4.033 Member Slope:0/12 Actual Length(ft):4.03 <br /> Es x103 Fy x103 Fu x103 Area lx ly Zx Zy Tan J Cw <br /> (Psi) (psi) (psi) (in') (in') (in*) (in3) (in3) a (in') (inb) <br /> 29000 36 58 7.13 24.1 24.1 10.1 10.1 1 0.955 2.5 <br /> DESIGN PROPERTIES <br /> Lp Lr Flange Web Flange Web <br /> (in) (in) Flexure Flexure Compression Compression Cv Cv WA <br /> 0 0 Compact Compact Non-Slender Non-Slender 1 1 <br /> BEAM DATA <br /> Unbraced Length Beam.End <br /> Span Length Top Bottom Elev.Diff Pnt/H Pnc/ti Mn/la Mn-OOP/H Vn/w Vn-OOP/H Cb Cb-OOP <br /> 1 1.6 0 1.6 0 0 0 15.2 15.2 48.5 81 1.893 1 <br /> 1 0.833 0 0.833 0 0 0 15.2 15.2 48.5 81 1.893 1 <br /> 1 1.6 0 1.6 0 0 0 15.2 15.2 48.5 81 1.02 1 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) AISC CODE LOAD COMBO <br /> Shear Force Y(lbf) PASS(82.4%) 8560.7 48503.0 2.46 F10-1 D+0.75L+0.755 <br /> Moment V(lbf-ft) PASS(37.1%) 9552.9 15197.6 1.61 G3-1 D+0.75L+0.75S <br /> Deflection(in) PASS(61.2%) 0.031(=L/619) 0.080(=L/240) 4.03 D+L <br /> REACTIONS Units for V:lbf Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH <br /> A 0 0 0 0 0 0 0 0 0 0 0 <br /> B 6534 2413 0 2262 0 0 0 0 0 0 0 <br /> C 6534 2413 0 2262 0 0 0 0 0 0 0 <br /> D 0 0 0 0 0 0 0 0 0 0 0 <br /> Reaction Location <br /> A B C D <br /> PROJECT:New Project 2018 International Building Code ASD <br />