From: "Sprague, Harold O." <SpragueHO(--nospam--at)bv.com>
Date: Fri, 21 Jan 2000 10:10:11 -0600
The intent as I understand it is to design the anchorage using the omega sub
> -----Original Message-----
> From: seaint-return(--nospam--at)seaint.org [SMTP:seaint-return(--nospam--at)seaint.org]
> Sent: Friday, January 21, 2000 10:13 AM
> To: seaint(--nospam--at)seaint.org
> Subject: braced frame omega nought
> I apologize if this has already been covered, but I am confused on how far
> to use omega nought in braced frame designs. If I understand the code
> correctly, the braces and the connections should be designed with omega
> nought. The footing does not.
> What happens at the brace / column interface at the footing? Does the
> column's baseplate or the baseplate's anchor bolts get designed with omega
> Thank you in advance.
> David Adie