OrePap
Civil/Environmental
- Sep 19, 2012
- 1
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.