From: Shaun Dustin [mailto:sdustin@cc.usu.edu]
Sent: Saturday, November 24, 2007 9:34 PM
To: seaint@seaint.org
Subject: RE: Steel SMRF beam connection
Oscar,
We used to do this when I was designing a lot of SMFs, but only as an extension on a multi-bay line of frames—never as a one-sided half bay frame. I’ve analyzed a lot of those multi-bay with a half-bay on the end, and I can tell you you get very little (if any) capacity out of such a frame. The only reason I would ever leave them in a design is if I had a cantilever where I was using a full bay as the backspan or if I needed a little nudge to make redundancy work under CBC.
Shaun Dustin, MS, PE
Doctoral Candidate
USTAR Biofuels Initiative
4130 Old Main Hill
435-770-7816
From: OSCAR HENRIQUEZ [
Sent: Wednesday, November 21, 2007 5:46 PM
To:
Subject: Steel SMRF beam connection
Can someone tell me if it is allowed, as part of a steel Special Moment Resisting Frame (SMRF) system, to have a beam with a pre-qualified RBS moment connection at one end of the beam and a simple shear connection at the other end of the beam? Without getting into details of why we are doing this, I would like to know if having such connections will disqualify the frame from being a SMRF. If this is not allowed, where is this stated in the CBC or Specifications?
Happy Thanksgiving everyone!
Oscar Henriquez, P.E.
McLean & Schultz