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Total aPP-'ied cOncentrazed Kip <br /> 10tal aPPI-'ed cO.ncen -3-500 trated moze,t, O.000 Nip :nch <br /> Total an - <br /> la-1-'ed distributed load" 0 0 0 xip <br /> SUPPOA REACTIONS <br /> 0.000 Reaction at X- Force= <br /> 0-000r at X= 294.000 r Force= 0.052 Moinen--= <br /> 0.446 MO.7,ent= <br /> DETA-:,S OF THE ANA:,yS,S <br /> DIs PI-kCEMENT AT OUTPul <br /> POZNTS <br /> At 0.00,0 <br /> At ',3-5CQ Displacelner It= <br /> AO- OCOCO <br /> t Displa, -4-8664 �21161 <br /> At X= em I <br /> At X= DiDisplacem -49522.-519C,5 <br /> 150.000 Orlt� -76664. ,332.5353 <br /> At X� 220.500 splacemePt- -77C,70-326Cl <br /> At Y,= 225. 0 <br /> 0 <br /> 0 <br /> Displacelnent= -63338.38030 <br /> At X,- 226.000 Displacement- -60718. 66383 <br /> At %= 294.000 Displacement= -58840. 75892 <br /> At X= 295,500 Cisplacemeqt. O-OCOGO <br /> A:: X= 297, 000 Displacement- 1492.25821 <br /> At X,= 298, 500 zsflacement- 2982. 66318At X- 298803 DisPlacemer-,t. 4472.04464 <br /> . <br /> At X- 3C3. 000 Di 4769.87374 <br /> sPlaDisplacement=cement= 5961. 19336 <br /> 8HFAR FORCES <br /> Ccordinate Shear fLTside) Shear mT side) <br /> XO-OCOO <br /> - <br /> 73. 5000 -0-0520 -G.0320 <br /> 75.0000 -O.C520 -0-0520 <br /> X- 47.0000 -0-CS20 -C-0520 <br /> -0-0520 -0-052-0 <br /> -0.052 <br /> Will-BeamBY CAST TIME <br /> 01/08/09 11:52:38 <br /> Page: 3- <br /> X� 220.5000 <br /> X- 225,3000 -C-052C <br /> 228.0oCO -3.o520 -0-0520 <br /> 294.0000 -0-0520 -0.052C <br /> 295.5,)C,5 0.198C 0-98, <br /> X- 291e ,0000 -0-250c -0-2500 <br /> X= 29B.5,OCO -012500 -0-2500 <br /> X= -0-250C -0-250C <br /> X= 298.8000 -C-2506 -0-2500 <br /> 0.0000 O-OCOO <br />