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� � • Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver:B.00.81 <br /> � By:TERRY MIKKELSON,DFR PLANPIING BNDESIGN, LLC on:06-23-20D5:08:17:33 AM <br /> Prol�205263-Location: BSMT <br /> Summary: <br /> A36 W8x35 x 13.83 FT <br /> Se�tion Adequate By:8.0% Contralling Fador. Momerrt <br /> Cemer Span Deflections: <br /> Dead Load: bLD-Center= 0.32 IN <br /> V���; LLD-Cerrter� 0.11 IN=U1464 <br /> Totai Load: TLD-C�ter= 0.43 IN=U382 <br /> Cerrter SRan Left End Readlons(Support A): <br /> Lide Load: LL-Rm�-A= 3253 LB <br /> Dead Load: QL-R�m-A= 7975 LB <br /> Total Load: TL-Wm-A= 11228 LB <br /> BearinA Le�th Required tBeam onht.suPPflrt capacity not ch�c�): BL-A= 0.89 Ild <br /> Cent�r S�n Riqht Ertd Readions(Support B): <br /> Live Load: LL-Rxn-S= 3574 LB <br /> p�d�: DL-Rxn-B= 9792 LB <br /> Total Losd: TL-R�ut-8= 13�6 LB <br /> Bearing Length R�ui�(Beam onfy,support capac�r not chedce�: BL-B= 0.89 iN <br /> Beam D�: <br /> Centd'SDan LenAth: L2= 93.83 FT <br /> Centet Span Unbr�t�cl len�lth-Top of B+e�m: Lu2 Tap= 13.$3 FT <br /> Center'SRan Unbraced Length-Bottam of Beam: Lu2-Bottom= 43.83 FT <br /> Live Load D�flec�. Criteria: U 360 <br /> Total Lead Def�ect.Crit�ia: U 2�0 <br /> Center Svan Laading: <br /> Uniform Laad: <br /> Live Load: w►L-2= 0 PLF <br /> Dead Load: wD-2= 0 PLF <br /> Beam Self Weighr BSW= 35 PLF <br /> Total Load: wT-2= 35 PLF <br /> Poirrt Load 1 <br /> Live Laad: PL1-2= 0 LB <br /> Dead Load: PD1-2= 9484 LB <br /> �ocation(Fram tett end of span): X1-2= 5.5 FT <br /> Pairrt Load 2 <br /> Libe Load: PL2-2= 0 LB <br /> Dead Load: PD2-2= 4281 LB <br /> Location(From left end of span): X2-2= 13.0 FT <br /> Point Load 3 <br /> Liye Load: PL3-2= 0 LB <br /> DEad Load: PD3-2= 848 LB <br /> L�or�(Fr+am left end of span): X3-2= 5.0 FT <br /> Trapezadal Load 1 <br /> Left Live Load: TRL-Left-1-2= 390 PLF <br /> Left D�d Load: TRD-Left-1-2= 146 PLF <br /> Right Live Laad: TRL-Ripht 1-2= 490 PLF <br /> RiqM Dead Load: TRD-Right-l-2= 984 RLF <br /> Load Start A 9 2= 0.0 FT <br /> Load Ertd: &1-2= B.25 FT <br /> Load Lenpth: C-1-2= 6.25 FT <br /> Trapetoidal Load 2 <br /> Left Live Load: TRL-LeR 2-2= 590 PLF <br /> Left Dead Load: TRD-Ldt 2-2= 221 PLF <br /> Ri�qht Live Load: TRL-Riqht 2-2= 590 PLF <br /> Ripht Dead Load: TRD-Right 2-2- 221 PLF <br /> I�d Start: A-2-2= 6.25 FT <br /> Load End: &2-� 9.5 FT <br /> Load LenAth: G2-2= 3:25 FT <br /> Trapezoidal La�ad 3 <br /> Left trve Load: TRL-leit 3-2= 470 PLF <br /> Left Dead Load: TRD-L�t 3-2= 176 PLF <br /> Riqht Live Load: TRL-Ri�M&2= 470 PLF <br /> Ri�ttt Dead L�d: TRD-Right-3-2= 176 PLF <br /> Load Start A-3-2= 9.5 FT <br /> Loat!Ert�: 8-3-2= 13.0 FT <br /> Load Lenqth: G3-2= 3.5 FT <br /> Trapezoidat Load 4 <br /> Left Uve Load: TRL-L�-42= 620 PLF <br /> Left Dead Load: TRD-Le�ft-4-2= 367 PLF <br /> Riqtrt Live Load: TRL-Riqht-4-2= 620 PLF <br /> Riqht Dead Load: TRD-Right-4-2= 367 Pl.F <br /> Load Statt �4-2= i3.0 FT <br /> Load End: 8-42= 13.83 FT <br /> Load Lengti�: C-42= 0.83 FT <br />