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* 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 /> SUPPORT REACTIONS <br /> Reaction at X= 0.000 : Force= -0.023 Moment= <br /> 0.000 <br /> Reaction at X= 252.000 Force= 0.523 Moment= <br /> 0.000 <br /> DETAILS OF THE ANALYSIS <br /> DISPLACEMENT AT OUTPUT POINTS <br /> At X= 0.000 Displacement= 0.00000 <br /> At X= 63.000 Displacement= 14283.56034 <br /> At X- 75.000 Displacement= 16536.02428 <br /> At X= 126.000 Displacement= 22911.29654 <br /> At X= 150-000 Displacement= 23529.63931 <br /> At X= 189.000 Displacement= 20227.38448 <br /> At X= 225.000 Displacement= 11438.43585 <br /> At X= 228.000 Displacement= 10422.85565 <br /> At X= 252.000 Displacement= 0.00000 <br /> At X= 264.000 Displacement= -7352.57054 <br /> At X= 276.000 Displacement= -15957.94098 <br /> At X= 288.000 Displacement= -25384.11128 <br /> At X= 298.800 Displacement= -34212.39667 <br /> At X= 300.000 Displacement= -35199.15345 <br /> SHEAR FORCES <br /> Coordinate Shear (LT side) Shear (RT side) <br /> X= 0.0000 0.0226 <br /> X= 63.0000 0.0226 0.0226 <br /> X= 75.0000 0.0226 0.0226 <br /> X_ 126.0000 0.0226 0.0226 <br /> X= 150.0000 0.0226 0.0226 <br /> WinBeam By CAST TIME 01/08/09 11:52:50 Page: 3 <br /> X= 189.0000 0.0226 0.0226 <br /> X= 225.0000 0.0226 0.0226 <br /> X= 228.0000 0.0226 0.2726 <br /> X= 252.0000 0.2726 -0.2500 <br /> X= 264.0000 -0.2500 -0.2500 <br /> X= 276.0000 -0.2500 -0.2500 <br /> X= 288-0000 -0.2500 -0.2500 <br /> X= 298.8000 -0.2500 0.0000 <br /> X= . 300.0000 0.0000 <br />