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Re: OMF Beam-Column Connection

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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.

"Michel Blangy" <mblangy(--nospam--at)>
01/06/2010 12:21 PM
Please respond to seaint
"Seaint(--nospam--at)Seaint.Org" <seaint(--nospam--at)>
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,


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