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Engineered lumber bolt bearing[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: Engineered lumber bolt bearing
- From: AWC Info <AWCInfo(--nospam--at)afandpa.org>
- Date: Wed, 26 Sep 2007 08:55:45 -0400
Title: Engineered lumber bolt bearing
LVL and PSL use the same dowel bearing strength equations (values) from the NDS(r) as solid sawn lumber and glulam. The EWP manufacturer will list the appropriate specific gravity to use in their NER (as Tom pointed out). Typically they'll specify the same G as the material they use to manufacture the product. If there are any increases, that'll be in the NER.
The only additional clarification is that you would only use the perp to grain value if your LVL/PSL is loaded perp to grain. You would use the parallel to grain dowel bearing strength if loaded parallel to grain. Hankinson if somewhere in betweeen. I just wanted to make sure I covered that, because it wasn't clear to me if your question was only about engineered wood versus solid sawn or also parallel vs. perp.
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.
From: Paul Feather [mailto:PFeather(--nospam--at)se-solutions.net]
Sent: Tuesday, September 25, 2007 17:42
Subject: Engineered lumber bolt bearing
Are LVL and PSL lumber considered perpendicular to grain for bolt bearing v=
alues? Seems like you would get a higher value for an engineered product i=
n an epoxy (?) matrix as opposed to natural wood grain.
Is there an increased capacity available?
Mr. Showalter, are you out there?
Paul Feather PE, SE
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