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Re: Concrete & Steel Moment Frame

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Who would design something like that? 

Tom Chiu, SE

Joe McCormick wrote:
> 
> 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.
> 
>