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• • <br /> i <br /> * Total applied concentrated load: -0.500 Kip <br /> * Total applied concentrated moment: 0.000 Kip Inch <br /> * Total applied distributed load: 0.000 Kip <br /> i <br /> * SUPPORT REACTIONS <br /> * Reaction at X= 0.000 : Force= 0.052 Moment= <br /> � 0.000 <br /> * Reaction at X= 294.000 : Force= 0.448 Moment= <br /> 0.000 <br /> * DETAILS OF THE ANALYSIS <br /> ++++++++++++++++++++++++++++ <br /> * DISPLACEMENT AT OUTPUT POINTS <br /> At X= 0.000 Displacement= 0.00000 <br /> At X= 73.500 Displacement= -48664.27181 <br /> At X= 75.000 Displacement= -49512.51905 <br /> At X= 147.000 Displacement= -76664.93463 <br /> At X= 150.000 Displacement- -77070.31601 <br /> At X= 220.500 Displacement= -63338.38030 <br /> At X= 225.000 Displacement= -60718.66883 <br /> At X= 228.000 Displacement= -58840.75892 <br /> At X= 294.000 Displacement= 0.00000 <br /> At X= 295.500 Displacement= 1492.25821 <br /> At X= 297.000 Displacement= 2982.66018 <br /> At X= 298.500 Displacement= 4472.04964 <br /> At X= 298.800 Displacement- 4769.87514 <br /> At X= 300.000 Displacement= 5961.19836 <br /> * SHEAR FORCES : <br /> Coordinate Shear (LT side) Shear (RT side) <br /> X= 0.0000 -0.0520 <br /> X. 73.5000 -0.0520 -0.0520 <br /> X. 75.0000 -0.0520 -0.0520 <br /> X= 147.0000 -0.0520 -0.0520 <br /> X- 150.0000 -0.0520 -0.0520 <br /> ( WinBeam By CAST= TIME 01/08/09 11:52:38 <br /> Page: 3 <br /> X= 220.5000 -0.0520 -0.0520 <br /> X. 225.0000 -0.0520 -0.0520 <br /> X= 228.0000 -0.0520 0.1980 <br /> X- 294.0000 0.1980 -0.2500 <br /> X= 295.5000 -0.2500 -0.2500 <br /> X= 297.0000 -0.2500 -0.2500 <br /> X= 298.5000 -0.2500 -0.2500 <br /> X= 298.8000 -0.2500 0.0000 <br /> X= 300.0000 0.0000 <br />