I would detail that with a single shear plate welded to beam flange and welded to a face plate at the end of the wall. On the other side of the faceplate would be an adequate number of rebar [A=300k/(0.9*60ksi) = 5.55sq. in.] welded to the plate and extended into the wall long enough to develop the full capacity of the rebar. Vertical support of the beam can be achieved by a steel shelf angle that is also attached to the faceplate.
Don’t have any recommendations for websites or books, though.
Doug Mayer, SE
From: Joe Goldbronn [mailto:jgoldbronn@barrish.com]
Sent: Thursday, February 12, 2009 3:54 PM
To: seaint@seaint.org
Subject: Drag Connections to Concrete Tilt-up
I was looking for a good source, website or book, for higher end drag connections to concrete tilt-ups. The forces I have are in the range of 200k-300k and is to be attached with a wide flange at the ends of the panel. Any help would be appreciated.
Joe Goldbronn