On Mon, Oct 26, 2009 at 9:52 AM, Michel Blangy <mblangy@satco-inc.com> wrote:
So design for tension based on moment and provide adequate development length, right?-----Original Message-----
From: Rhkratzse@aol.com [mailto:Rhkratzse@aol.com]
Sent: Monday, October 26, 2009 9:45 AM
To: mblangy@satco-inc.com; seaint@seaint.org
Subject: Re: shear lugRebar!
Ralph
In a message dated 10/26/09 9:32:15 AM, mblangy@satco-inc.com writes:
I have often wondered about this when reviewing cantilevered column designs used in residential LFRSs. I used to see a lot of these where the cantilevered wide flange column is embedded into a RC grade beam. How does one go about designing the concrete for breakout of the steel? Hum.
Michel
We typically use an L or Single plate welded to the bottom of the base plate. Then design it as a "cantilever beam".
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David Topete, SE