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RE: Anchors

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Title: Message

Steve –

 

I feel your pain.

 

However, I think we need to correctly identify the culprit. Is it IBC2006; is it ACI 318 Appendix D or is it AC193 (and its cousin AC308)?

 

BTW, are there any differences between ACI 318-02 Appendix D and ACI 318-05 Appendix D? I’ve already realized I can toss out my Strength Design of Anchorage to Concrete (PCA) book.

 

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

ALLEN DESIGNS

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

-----Original Message-----
From:
Steve Gordin [mailto:sgordin(--nospam--at)sgeconsulting.com]
Sent: Wednesday, January 16, 2008 2:09 PM
To:
seaint(--nospam--at)seaint.org
Subject: Re: Anchors

 

<snip>

 

May be some of the people who actually came up with these changes will make their reasoning known to the engineering community?

 

<snip>

 

Sincerely,

 

V. Steve Gordin, SE
Irvine CA