Dear Mathcad Forum friends,
Im solving an exercise with Levy's method but in the end I'm having a discontinuity in the displacements of the plate. The problem is of this form:
The problem is that at the point y=1 i have a discontinuity and I dont even know where the problem is. . I will upload the file im working in, and also a file where i tried the load ti be continuous in y-direction, as in the following figure:
As always, i hope that any of you will be able to help me.
Maybe some knowledge in Civil Engineering is required in order to understand the problem. ,In case i have any mistake in the theory behind this solution, I am sorry for wasting your time.
Thank you in advance..
Does this mean that this model can't describe this type of loading. Because mathematically it would be okay but physically something definitely is not right. I think there is a problem somewhere but cant find it 
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