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  • Users: phdunn
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  1. phdunn

    Semirigid Endplate

    I am looking for any references to the proper connection curve for Endplates to use in semirigid connections. I have sloping roof girders that do not lend themselves to using flange angles that are described in "Semi-rigid Connections in Steel Frames" by the Council on Tall Buildings." If I had...

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