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Re: ACI 318 Appendix D

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Assuming concrete is cracked, you are absolutely correct.
All this happens on the background of the 100% absence of any reported failures.
What a joke.
 
V. Steve Gordin, SE
Irvine CA
 
 
----- Original Message -----
From: Bill Allen
To: Seaint
Sent: Thursday, April 16, 2009 13:25
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.

ALLEN DESIGNS

Consulting Structural Engineers
 
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