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Re: Concrete & Steel Moment Frame

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On 1/23/98 J 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?

This systems is not contained in the UBC but is contained in the 
NEHRP Provisions and the BOCA and SBCCI codes based on them.  It is 
also addressed in the new Seismic Load Specification developed by 
AISC.  There are design provisions available for such construction - 
but in a City using the UBC, it would have to be permitted under the 
rules for "alternative materials and methods"Ronald O. Hamburger, SE
Regional Manager
EQE International, Inc.
San Francisco, California