I have a steel truss girder bridge with lots of elements.
I have made envelopes of all my ULS combinations in base 5000 which results in the following results:
Im now trying to export loadcases to IDEA StatiCA for connection verification.
To maintain equilibrium, I want to use the forces in the connected elements from the same underlying combination.
Besides making a loop that uses TRAC on all elements for all superpositions, how can I retrieve this?
I do realize this results in O(m*n^2) rows of data which is potentially hundreds of thousands of rows, but since I plan on processing and exporting by Python code, it is acceptable but processing heavy.