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Multi-Loaded Beam(AISC 9th Ed ASD Ver:5.05 <br /> By:Jeff Johnson,DFP PLANNING&DESIGN on: 12-23-2002 <br /> Project:202392-Location:GAR DR <br /> Summary: <br /> A36 W12x40 x 17.0 FT <br /> Section Adequate By: 1.1% Controlling Factor:Moment <br /> SHEAR,MOMENT,AND DEFLECTION DIAGRAMS <br /> Load combination shown:Controlling Shear/Moment/Deflection Diagrams <br /> 30000 - 21949 lbs a 0 ft <br /> 15000-�'" <br /> Shear --- <br /> (lbs) 0— <br /> � 1 <br /> -15000 - <br /> -30000 ? -19281 lbs @ 17 ft <br /> 90000 .:.: i 8 ft <br /> 45000- <br /> Mornent <br /> (ft lb) 0 <br /> -45000 - <br /> -90000 - <br /> -.6 1 <br /> -.3 - <br /> Deflection <br /> (in) 0 <br /> .3- <br /> .6-, -`-- .502in@8.5ft <br /> 1—Center Span =17 ft <br /> Controlling Load Cases: <br /> Shear:Critical shear created by combining all dead loads and live loads on span(s)2 <br /> Moment Critical moment created by combining all dead loads 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 /> LOADING DIAGRAM <br /> P1 P2 P3 P4 <br /> ' Ill <br /> ‘,1 <br /> II Il I � l ; lll <br /> rllIIW11111{ I I1 ; 11 11hiI1lI r{ I fli {1111Ii <br /> I : if11I1I i Ill1 11110 ! 1i 1 ! i ; ! ii ; !i! llIl 11lI �I it4 i 1 <br /> ! 111 <br /> I ; i ' i ! 1I!I lI llii � IVi <br /> I <br /> i IiIiIi lrll ! I I i1lIIl li ! : jI ! <br /> IIf1 II �II : lii4l1 li `til IilllllfIl ! I I�: ! 1 ( , i! II '• <br /> w <br /> A B <br /> Center Span =17 ft <br /> Reactions <br />