Hello,
I am trying to design some steel tub girders that are curved and superelevated. Upon the initial analysis, this is the resulting moment diagram for dead load. I did not manipulate any of the default settings for loads. Any ideas as to what could be causing this? Thanks!
Please check the support conditions and check the Tutorial 3 example to compare the input.
If you are still facing issue then please email me the file "Vinay.Mysore@Bentley.com"
I have figured out the issue. There was a problem with the bearing seat definitions. Thanks a lot!