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Bending of Beam in ABAQUS

Hello Everyone,

I am stucked in a very simple problem in ABAQUS. I have been trying to solve bending of a 3D beam in ABAQUS. The beam have dimension of 100 X 1 X  1, with properties of steel. One end of the beam is encastre and at the other end I am aplying concentrated load of -50KN on each top corners of the beam. But the problem I am facing is, with decreasing the mesh size, the displacement is increasing drastically and the results are not converging towards the analytic solution. Can anybody please suggest me , at what point am I making mistake.

Thank you in anticipation.

With Regards,

Pankaj ARORA 

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