From: Bill Polhemus <bpolhem(--nospam--at)swbell.net>
Date: Thu, 15 Jun 2000 15:19:51 -0500
Please pardon my impertinence, but...
"Khosrownia, Ghassem SPK" wrote:
> Base plates should carry moment to the foundation as a last resort, and they
> should never carry moments in both directions. Moments belong to the strong
> direction of a steel column.