Hello all , I am currently wor

[OrePap]

Hello all ,

I am currently working on a project that focuses on a prestressed box girder bridge with two wall type bents(modeled as frame elements) rigidly connected to the deck and rubber bearings on its side. Although i am pretty sure i have the rigid bearings correct ,i have a slight problem with my moment diagram on dead load.

Here it is



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Any ideas?

Thanks in advance.