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. . <br /> MuIft-Loaded Beam[AMC 9th Ed ASD;Ver.5.05 <br /> By:Jeff Johnson,DFP PLANNING&DESIGN oh:08-19-2003 <br /> Project -Location:GAR <br /> Summary-. <br /> A.36 W14x68 x 24.5 FT <br /> Section Adequate By:7.1% Controlling Factor:Moment .._ <br /> SHEARMOMENT,AND DEFLECTION n4....A,4.‘...".4 Mt%,MS <br /> Load combirFition shown:Con:rang ShealiMoment/Deffecton Diagrams <br /> 20000f-- 14998 lbs @ 0 ft <br /> 100001 l <br /> I t <br /> Shear <br /> i <br /> (t ) 0 I.- i <br /> -10000 1 t <br /> 1 <br /> -20000 1 -114832 iiM...-Q 25-ft-- -'-• <br /> i_ -- <br /> 200000 1 7----- 168328 ft-lbs(I;12 ft <br /> i — <br /> 100000 i ___ ____-- <br /> M _oment <br /> (ft-lb) 0 <br /> -100000 - <br /> I <br /> -200000 -f 1 <br /> _ l , __ ------1 <br /> -.4 --i <br /> Deflection I , <br /> A--i."-----------------------.,. : <br /> . ' <br /> _84 — .711 in Q 12.3 ft <br /> ?" . <br /> Center Span =24.5 ft t. <br /> Controlling Load Cases: <br /> Shear:Critical shear created by combining aii dead toads and live loads on span(s)2 <br /> Moment.Critical moment created by combining ail dead loads and live loads on span(s)2 <br /> Deflection:Critical deflection created by combining all dead bath and five loads on span(s)2 <br /> LOADING DIAGRAM <br /> P1 <br /> i <br /> i <br /> A B <br /> Center Span =24.5 ft <br /> ReaetIos <br /> Live Load Dead Load Total Load Uplift Load <br /> A 980th 14018 Lb 14998 Lb 0th <br /> B 980th 13851 Lb 14831 Lb 0 Lb <br />