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RE: Steel Tips and Deep Columns for SMRF

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I think I would wait for test results before I accept deep columns for SMRF.

gautam Manandhar
City of Alameda

----- Original Message -----
From: "Carter, Charlie" <carter(--nospam--at)aisc.org>
Date: Tue, 29 Oct 2002 13:31:30 -0600
To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
Subject: RE: Steel Tips and Deep Columns for SMRF


> >I personally agree that this deserves further
> >study also and could be a potentially economical
> >solution to SMRF design. It could also lead to
> >better connection design concepts since it provides
> >more room for alternate ways of connecting the
> >beam to the column.
> 
> AISC has funded a project on this that is in progress. The results to date
> are very promising, though the final conclusions will have to wait until we
> finish the project. I will report back at that time.
> 
> Charlie
> 
> 
> 
> 
> 
> 
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