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RE: Bolt to plywood[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Bolt to plywood
- From: "Scott Maxwell" <smaxwell(--nospam--at)umich.edu>
- Date: Fri, 3 Jul 2009 03:41:33 -0400
DFL would be about the right specific grapvity...but they now have specific gravities for OSB, plywood, etc in the NDS and plywood (at least Structural 1) is indicated as 0.50...same as DFL, but could be required to be as low as 0.42.
From: Drew Morris [mailto:dmorris(--nospam--at)bbfm.com]
Sent: Tuesday, June 30, 2009 4:15 PM
Subject: Re: Bolt to plywood
I used DFL for the main member wood type. I was once told that this is an acceptable wood type/density to use.
Also, APA has a short publication of bolts and plywood, Fastener Loads for Plywood - Bolts (E825E).
Now back to climate change, building inspectors, etc.......
Nick Fanger wrote:
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