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- To: <seaint(--nospam--at)seaint.org>
- Subject: Out-of-plane anchorage
- From: "Doug Mayer" <doug.mayer(--nospam--at)taylorteter.com>
- Date: Wed, 11 Jun 2008 12:07:02 -0700
- Priority: normal
There used to be a requirement that wood elements resisting out-of-plane forces from CMU or concrete walls had to be a minimum of 2-1/2” thick. This does not seem to be a part of ASCE 7-05. Can someone please confirm that this requirement does not exist in the ASCE 7-05? This requirement is in the 2001 California Building Code, so it might never have been in the ASCE, but I just want to check.
Doug Mayer, SE
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