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Re: Wide Flange Beam Connection At HSS Column

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What is the design guide from CIDECT?

On 8/7/2012 4:41 PM, Davis Parsons wrote:
The moment connection you describe sets beta =
1.0. This means the limit states of Local Yielding
of HSS Sidewalls and Local Crippling of HSS
Sidewalls must be checked. I would advise that the
2010 Specification be used since the limit states
are tabularized and have clarifying figures with

Resolving the moment into its component flange
forces allow the use of Table K1.2 to check this
connection. This method comes from the design
Guides published by CIDECT.

Replied by:
Davis G. Parsons II, PE RA FAEI
Texas PE 42397, Texas Architect 9462
Fort Worth, Texas

-----Original Message-----
From: seaint-seaosc(--nospam--at)

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