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RE: seaint Digest for 17 Oct 2002

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Try "Design Guide for Hollow Structural Section 
Connections" by J E Packer and J E Henderson and 
published by the Canadian Institute of Steel 
Construction.  The 1992 edition has 2 pages on this 
subject with a formula.  There is also a newer edition.

On 18 Oct 2002 at 10:22, Steve Kramer wrote:

> Dear list,
> 
> Is there a design procedure that can be followed for a moment connection
> for a wide flange beam to a pipe column.  The AISC "Hollow Structural
> Sections" manual has a wealth of info on connection to rectangular
> columns, but unless I'm missing it, it is silent on round tubes.  The
> safest way that I know of is to cut the pipe at the top and bottom
> flange and install thru plates (figure 5-13a), very expensive.  Does
> anyone know of any documentation on another way?
> 
> 
> 
> 
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