• RE: Eliminate Dead Load End Moments in Composite Beam Moment Connections

    Seth Guthrie
    Seth Guthrie
    There is nothing quite like that in RAM SS, but there are some features that you might use and some cautions. First off, in the Ram Frame analysis, composite action is not considered. The stiffness of the beam is just based on the bare steel beam. See…
    • over 9 years ago
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