Laserfiche WebLink
� Multi-Loadec!Beam(AISC 9th Ed ASD 1 Ver: 6.00.81 <br /> ' By: TERRY MIKKELSON , DFP PLANNING &NDESIGN, LLC on: 06-19-2006: 10:30:25 AM <br /> Prolect: 206231 -Location: MECH <br /> - Summary: <br /> A36 W8x40 x 16.Q FT <br /> Section Adequate 8y: 7.7% Controliing Factor: Moment <br /> Center Span Deflections: <br /> - Dead Load: DLD-Center- 0.34 IN <br /> Live�oad: LLD-Center= 0.31 IN=U623 <br /> Total Load: TLD-Center- 0.65 IN = U295 <br /> Center SRan Left End Reactions(Support A): <br /> Live Load: LL-Rxn-A= 7944 LB <br /> Dead Load: DL-Rxn-A= 10393 LB <br /> Total Load: TL-Rxn-A= 18337 LB <br /> Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.95 IN <br /> Center Span Riqht End Reactions(Support B): <br /> Live Load: LL-Rxn-B= 7618 LB <br /> Dead Load: DL-Rxn-B= 7924 LB <br /> Total Load: TL-Rxn-B= 15542 LB <br /> Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.95 IN <br /> Beam Data: <br /> Center Span Lenqth: L2= 16.0 FT <br /> Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 16.0 FT <br /> Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.0 FT <br /> Live Load Deflect. Criteria: U 360 <br /> Total Load Deflect. Criteria: U 240 <br /> Center Span Loading: <br /> Uniform Load: <br /> Live Load: wL-2= 600 PLF <br /> Dead Load: wD-2= 225 PLF <br /> Beam Self Weight: BSW= 40 PLF <br /> Total Load: wT-2= 865 PLF <br /> Point Load 1 <br /> Live Load: P1.1-2= 0 LB <br /> Dead �oad: PD1-2= 2144 LB <br /> Location (From left end of span): X1-2= 0.25 FT <br /> Point Load 2 <br /> Live Load: PL2-2= 0 LB <br /> Dead Load: PD2-2= 2305 LB <br /> Location (From left end of span): X2-2= 2.42 FT <br /> Point Load 3 <br /> Live Load: PL3-2= 0 . LB <br /> Dead Load: PD3-2= 2681 LB <br /> Location (From left end of span): X3-2= 6.42 FT <br /> Point Load 4 <br /> Live Load: PL4-2= 0 L8 <br /> Dead Load: PD4-2= 2681 LB <br /> Location (From left end of span): X4-2= 12.08 FT <br /> Point Load 5 <br /> Live Load: PL5-2= 0 LB <br /> Dead Load: PD5-2= 633 LB <br /> Location (From left end of span): X5-2= 15.83 FT <br /> Trapezoidal Load 1 <br /> Left Live Load: TRL-Left-1-2= 500 PLF <br /> Left Dead Load: TRD-Left-1-2= 323 PLF <br /> Riqht Live Load: TRL-Riqht-l-2= 500 PLF <br /> Riqht Dead Load: TRD-Right-1-2= 323 PLF <br /> Load Start: A-1-2= 0.0 FT <br /> Load End: B-1-2= 2.42 FT <br /> Load Lenqth: C-1-2= 2.42 FT <br /> Trapezoidal Load 2 <br /> Left Live Load: TRL-Left-2-2= 600 PLF <br /> Left Dead Load: TRD-Left-2-2= 360 PLF <br /> Riqht Live Load: TRL-Riqht-2-2= 600 PLF <br /> Ripht Dead Load: TRD-Right-2-2= 360 PLF <br /> Load Start: A-2-2= 2.42 FT <br /> Load End: 8-2-2= 6.42 FT <br /> Load Lenqth: C-2-2= 4.0 FT <br /> Trapezoidal Load 3 <br /> Left Live Load: TRL-Left-3-2= 600 PLF <br /> Left Dead Load: TRD-Left-3-2= 360 PLF <br /> Riqht Live Load: TRL-Riqht-3-2= 600 PLF <br /> Riqht Dead Load: TRD-Right-3-2= 360 PLF <br /> Load Start: A-3-2= 12.08 FT <br /> Load End: B-3-2= 16.0 FT <br /> Load Length: C-3-2= 3.92 FT <br />