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� O � <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 />* 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 />w**wwwww*www**wwww*wwwwww*ww <br />* DETAILS OF THE ANALYSIS <br />*wwwwwwwwwww*,tw*wwwwwwwwwwww <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 />I <br />X= <br />189.0000 <br />0.0226 <br />0.0226 <br />X= <br />225.0000 <br />0.0226 <br />0.0226 <br />X= <br />228.0000 <br />0.0226 <br />0.2726 <br />X= <br />252.0000 <br />0.2726 <br />-0.2500 <br />X= <br />264.0000 <br />-0.2500 <br />-0.2500 <br />X= <br />276.0000 <br />-0.2500 <br />-0.2500 <br />X= <br />288.0000 <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 />