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Re: OMF Beam-Column Connection

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Michel,
See AISC book 341-05 SEISMIC DESIGN
PAGE  4-4
 there is example for OMF design and connection
Dave A, P.E.
 
 
 
----- Original Message -----
Sent: Wednesday, January 06, 2010 12:47 PM
Subject: RE: OMF Beam-Column Connection

The beam would rest atop the column typically.
-----Original Message-----
From: Tom.Hunt(--nospam--at)fluor.com [mailto:Tom.Hunt(--nospam--at)fluor.com]
Sent: Wednesday, January 06, 2010 12:35 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: OMF Beam-Column Connection


Michel,

If you are using a bolted connection, then you could use AISC Steel Deign Guide 4 - First Edition or the Second Edition with a change in the required connection design moment.

Thomas Hunt, S.E.
Fluor



"Michel Blangy" <mblangy(--nospam--at)satco-inc.com>
01/06/2010 12:21 PM
Please respond to seaint
To
"Seaint(--nospam--at)Seaint.Org" <seaint(--nospam--at)seaint.org>
cc
Subject
OMF Beam-Column Connection





Can someone recommend a reference for a connection design example per
314-05? I suspect the amount of calculations is small provided fully
restrained connection, weld access holes and continuity plates matching the
largest beam/column thickness are used. I do not see the need for any calcs.

Thanks in advance,

Michel



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