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yeah that would make sense, saying something like stress-strain relationship not intended for section capacity analyses, and only intended for section properties analyses? I guess those particular relationships are not a lot of interest from a design standpoint if you know what you're doing, but you could imagine someone incorrectly using it if they didn't understand what they were doing!
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@robbievanleeuwen:
@Agent6-6-6:
Originally posted by @Agent6-6-6 in #49 (comment)
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