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•A <br />0.000 <br />Displacement= <br />(A) <br />At X= <br />73.500 <br />* Total applied concentrated <br />load: <br />-0.500 Kip <br />* Total applied concentrated <br />moment: <br />0.000 Kip Inch <br />* Total applied distributed <br />load: <br />0.000 Kip <br />j * SUPPORT REACTIONS <br />At X= <br />150.000 <br />* Reaction at X= 0.000 <br />Force= <br />0.052 Moment= <br />0.000 <br />Displacement= <br />-63338.38030 <br />* Reaction at X= 294.000 <br />Force= <br />0.448 Moment= <br />0.000 <br />At X= <br />228.000 <br />Displacement= <br />-58840.75892 <br />At X= <br />* DETAILS OF THE ANALYSIS <br />Displacement= <br />0.00000 <br />**************************** <br />295.500 <br />Displacement= <br />* DISPLACEMENT AT OUTPUT POINTS <br />At X= <br />0.000 <br />Displacement= <br />0.00000 <br />At X= <br />73.500 <br />Displacement= <br />-48664.27181 <br />At X= <br />75.000 <br />Displacement= <br />-49512.51905 <br />At X= <br />147.000 <br />Displacement= <br />-76664.93483 <br />At X= <br />150.000 <br />Displacement= <br />-77070.31601 <br />At X= <br />220.500 <br />Displacement= <br />-63338.38030 <br />At X= <br />225.000 <br />Displacement= <br />-60718.66883 <br />At X= <br />228.000 <br />Displacement= <br />-58840.75892 <br />At X= <br />294.000 <br />Displacement= <br />0.00000 <br />At X= <br />295.500 <br />Displacement= <br />1492.25821 <br />At X= <br />297.000 <br />Displacement= <br />2982.66018 <br />At X= <br />298.500 <br />Displacement= <br />4472.04964 <br />At X= <br />298.800 <br />Displacement= <br />4769.87574 <br />At X= <br />300.000 <br />Displacement= <br />5961.19836 <br />* SHEAR <br />FORCES : <br />0.0000 <br />Coordinate <br />Shear (LT side) <br />Shear (RT side) <br />X= <br />0.0000 <br />-0.0520 <br />X= <br />73.5000 <br />-0.0520 <br />-0.0520 <br />X= <br />75.0000 <br />-0.0520 <br />-0.0520 <br />X= <br />147.0000 <br />-0.0520 <br />-0.0520 <br />X= <br />150.0000 <br />-0.0520 <br />-0.0520 <br />WinBeam <br />I <br />By CAST TIME <br />01/08/09 11:52:38 <br />Page: 3 <br />X= <br />220.5000 <br />-0.0520 <br />-0.0520 <br />X= <br />225.0000 <br />-0.0520 <br />-0.0520 <br />X= <br />228.0000 <br />-0.0520 <br />0.1980 <br />X= <br />294.0000 <br />0.1980 <br />-0.2500 <br />X= <br />295.5000 <br />-0.2500 <br />-0.2500 <br />X= <br />297.0000 <br />-0.2500 <br />-0.2500 <br />X= <br />298.5000 <br />-0.2500 <br />-0.2500 <br />X= <br />298.8000 <br />-0.2500 <br />0.0000 <br />X= <br />300.0000 <br />0.0000 <br />