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  • Users: rhollman
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  1. rhollman

    Yield Line Analysis of a Moment End-Plate

    I'm designing a moment end-plate for a WF beam framing into a WF column. The geometry of the top flange connection doesn't match any of those in AISC Design Guide 4 or 16, for which you would simply use the formulas provided in the Tables. I can't find any information on the derivation of the...

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