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RE: tilet up wall anchor[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: tilet up wall anchor
- From: Harold Sprague <harold.sprague(--nospam--at)neenan.com>
- Date: Wed, 18 Nov 1998 10:44:10 -0700
When you read A325, you will notice that it is not a rod specification. It is strictly a bolt specification. A307 is also a bolt specification. The A36 specification applies to mild steel rod, and there are several specifications for high strength steel rods depending on the mechanical properties required. I guess I don't know what is being requested. High strength materials generally do not have the elongation, nor the ductility of lower strength carbon steels. Obviously they do have higher strengths, and when it comes to cyclic loading the design predicates how you optimize that strength. Regards, Harold Sprague The Neenan Company harold.sprague(--nospam--at)neenan.com -----Original Message----- From: Dave Anderson [mailto:dnae(--nospam--at)home.com] Sent: Tuesday, November 17, 1998 9:04 PM To: seaoc Subject: tilet up wall anchor hi everyone is anyone has answer for a plan check correction it . will be thankful the plan check engineer wants me to specify the wall tie anchor to A325 steel rod not A307 first he said the reason is ductility after that he said is dynamic loading any answer Thanks D.A. P.E.
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