Improve the docstrings to state that axial limit load is intended as uniform compression or tension stresses in the section.
I totally agree with you, and thanks for raising this issue, which allowed us to look further into it.
I suggest the following plan that can be pursued also with separate PRs, if you agree:
Originally posted by @talledodiego in #330
Improve the docstrings to state that axial limit load is intended as uniform compression or tension stresses in the section.
Originally posted by @talledodiego in #330