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Re: ACI 318 Appendix D

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I've been reading through all the answers on this subject but nobody mentioned the exception on AISC 341-05 8.5. It solves most of the problems for anchoring column base plates, I use it.
----- Original Message -----
From: Bill Allen
To: Seaint
Sent: Thursday, April 16, 2009 1:25 PM
Subject: ACI 318 Appendix D

O.K., I've beaten my head against the wall long enough. I've decided that a post-installed anchor won't work in tension for anything I design.


I feel better now.



T. William (Bill) Allen, S.E.


Consulting Structural Engineers
V (949) 248-8588 ? F(949) 209-2509