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RE: Moment connection

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for simplicity, we always used web for shear, flange for moment,
although there has to be some sharing.

>-----Original Message-----
>From:	Jerry King [SMTP:KINGJW(--nospam--at)]
>Sent:	Monday, June 15, 1998 3:24 PM
>To:	seaoc(--nospam--at)
>Subject:	RE: Moment connection
>I have what is probably a simple question, but cannot find any reference
>discussing it.  When designing a fully rigid moment connection to a column
>web using top and bottom flange plates, should the resulting flange force be
>resisted by welds only to the column flanges, or can it be resisted by welds
>to the column web as well as the flanges?
>Figure 10-25 (b) in Volume 2 of the LRFD manual is the condition I have.
>Thanks in advance.
>Jerry King, PE