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    Why is the maximum sagging moment being used in the LTB checks when I have restrained the top flange?

    Hi, I'm posing this question, as it seems that Tekla Structural Designer is using the maximum moment when checking the LTB of the bottom flange, for a fixed ended beam, this max moment in the section can be a sagging moment (i.e. bottom flange in tension), if it has the greater magnitude. I...

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