Need a book? Engineering books recommendations...
Re: 1997 NDS vs 2001 NDS: Stl side plate double shear[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "SEAINT Listserver (seaint(--nospam--at)seaint.org)" <seaint(--nospam--at)seaint.org>
- Subject: Re: 1997 NDS vs 2001 NDS: Stl side plate double shear
- From: AWC Info <AWCInfo(--nospam--at)afandpa.org>
- Date: Wed, 7 Sep 2005 12:15:05 -0400
Title: Re: 1997 NDS vs 2001 NDS: Stl side plate double shear
The short answer is you have to consider ALL modes for connection design in the 2001/2005 NDS(r). The longer answer is available in the following paper: http://www.awc.org/Publications/papers/NDS2001article.pdf
John "Buddy" Showalter, P.E.
Director, Technical Media
AF&PA/American Wood Council
1111 19th Street, NW, Suite 800
Washington, DC 20036
The American Wood Council (AWC) is the wood products division of the American Forest & Paper Association (AF&PA). AWC develops internationally recognized standards for wood design and construction. Its efforts with building codes and standards, engineering and research, and technology transfer ensure proper application for engineered and traditional wood products.
The guidance provided herein is not a formal interpretation of any AF&PA standard. Interpretations of AF&PA standards are only available through a formal process outlined in AF&PA's standards development procedures.
On Mon, 29 Aug 2005 utej(--nospam--at)comcast.net wrote:
> 1997 NDS section 184.108.40.206 (wood-to-metal connections) states to calc
> Mode Im, IIIs, and IV, but not Mode Is (bearing dominated failure of
> steel side members). 2001 NDS section 11.3.1 states to calc Mode Im,
> Is, IIIs, and IV; however, Fes for the steel plate is larger (Fes =
> 2.2*Fu/1.6) than in the 1997 NDS (Fes = Fu). Is there anywhere in the
> 2001 NDS that states that one does not have to consider Mode Is for a
> steel side plate double shear connection as there is in the 1997 NDS?
- Prev by Subject: Re: 1997 NDS vs 2001 NDS: Stl side plate double shear
- Next by Subject: 1x4 bracing on bottom of deck joists for sway bracing in category D siesmic and 80mph exposure C wind? (fwd)
- Previous by thread: Re: 1997 NDS vs 2001 NDS: Stl side plate double shear
- Next by thread: SHORING SOFTWARE