OpenBridge LEAP Bridge Concrete Substructure module EQ Load Case


I noticed that the trapezoidal load applied as abutment load under EQ load case is not being added to the EQ load effects.

For example:

I ran the model for following trapezoidal load -

I get the following results -

Then I changed the trapezoidal load to zero -

And I get the same results as before -

I did not auto generate the EQ loads. I calculated the loads outside of the software and input them in the EQ load case dialog box.

Could you please provide assistance on the above issue? Thanks.

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