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• ARuiti-Loaded Beam[AtSC 9th Ed ASD]Ver.5.05 • <br /> By:Jeff Johnson.DFP PLANNING�DESIGN on:03-142003 <br /> Project 2d2388-Loc�tion:fdEW <br /> Summery: <br /> A36 W8u15 x 7.67 FT <br /> Section Adequate ByC 7 4°�6 Controi�ng Factor AAomerrt <br /> SHEAR,AAOMENT,AWD DEFLECT10R1 DIAGRAMS <br /> Load combinati�on shown:ControlGn ShearMloment/Defte.ction Di ms <br /> 8000 0 ft <br /> 4000 <br /> Sh�r <br /> tlbs) Q <br /> -400D <br /> -8QOQ -5Q98 Ibs�8 ft <br /> 2t3Q00 � 18619 ft-I��3 ft <br /> 10000 <br /> PAoment <br /> (ft-{b) d <br /> -40i}00 <br /> -20�0 <br /> -.2 i <br /> i <br /> i <br /> '-� � <br /> Deflection <br /> t��� 0 , <br /> i <br /> .� <br /> i <br /> .2 � .119in�3.6ft <br /> Cer�ter S�n =7.fi7 ft <br /> ContraUin�a Load Cases: <br /> Shear.Criticai shear created by combining a[I dead loa�and 6ve laads on span(s)2 <br /> Moment Critic�l moment created by combining aA dead loa�and Gve�ads on span(s)2 <br /> De�eection:Cri�cal deflection creat�d by c:om�ning ap dead loads a�d Gve loads on span(s)2 <br />