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Multi-Loader!Bean[AIS :9th Eu ASO)`v r 5.05 <br /> 8v:Jeff Johnson,OFP PLANNING&DESIGN on:08-19-2003 <br /> Project -iotawn:a aP. <br /> Summary <br /> A36 W12x53 x 23.0 FT <br /> Section Adequate By.1.00 Contraing.Factor Nto <br /> SHEAR,MOMENT,AND DEFLLC:TIO t L Ik A- <br /> iia rams <br /> Load combination shown:Controilla'Sr#ewrFMni <br /> oenL'Qe cfi<nn . _ - - - <br /> j <br /> 50000-'_i-�-43669 lbs fA 0 it ,y <br /> 25000 <br /> Shear , <br /> (ihs) u r __- __ 1 <br /> -25000 <br /> -50000 _ <br /> - 120744 ft-lbs 0i 12 ft <br /> 2000001 r- 1 <br /> 100000 t -_ .�__���_ <br /> Moment <br /> (ft-b` n <br /> _i nn000 1 j <br /> I <br /> -200000 -I - 1 <br /> 2 f <br /> 1 i <br /> Deflection <br /> (in) q0------_..__` _ <br /> FF --- 1.023 m @ 1#.5 ft---._ <br /> i4 ______A <br /> -- Center Span =23 ft ' <br /> lsi ?i: Htro Load Ca+r <br /> 1: . <br /> Shear.Critical shear created by combining a dead toads and tive toads on span(s)2 <br /> Moment Critical moment created by combining all dead toads and live loads on span(s)2 <br /> Deflection_Critical deflection created by combining all dead loads and live loads on span(s)2 <br />