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pull test of anchor[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: pull test of anchor
- From: "Pat Clark" <bcinc(--nospam--at)nanosecond.com>
- Date: Mon, 7 Oct 2002 14:35:32 -0700
What should I spec for a pull test of a retrofit epoxy holdown anchor in a residential project. An increased factored load of the required strength at the hd location?
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