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Concrete & Steel Moment Frame

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Has anyone ever designed a round concrete column and structural steel wide
flange girder rigid moment frame?  Is this allowed
under 1994 UBC?  If so, what Rw factor should the structure be designed
with?  Any clue how the detail would work to attatch
the steel beam to a round concrete columns to get an FR joint?

Regards,

Joe McCormick, P.E.