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RE: Anchor Embedment in Concrete per ACI Appendix D - Round Members?

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Neil,

Thank you for the document. This document deals with the rectangular section.  Bill was looking  a document that deals with a concrete circular section. For the document I sent you can get from the internet google it ortherwise I have it I can e-mail to you.

Ahcene

 

From: nma [mailto:nma(--nospam--at)nma-se.com]
Sent: Monday, November 21, 2011 2:39 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: Anchor Embedment in Concrete per ACI Appendix D - Round Members?

 

Ahcene:

That link doesn't work on my machine - but look at this:    http://www.bechtel.com/assets/files/TechPapers/design-of-anchor-reinforcement.pdf


Neil

On 11/21/2011 8:56 AM, Djebli, Ahcene wrote:

The latter is for circular section with rod anchors, but in the following document there is a related pages to this matter:
www.dot.state.fl.us/research-center/.../FDOT_BD545_54_rpt.pdf
Good lecture
Ahcene Djebli
 
 
-----Original Message-----
From: Bill Polhemus [mailto:bill(--nospam--at)polhemus.cc] 
Sent: Monday, November 21, 2011 9:50 AM
To: <seaint(--nospam--at)seaint.org>
Subject: Re: Anchor Embedment in Concrete per ACI Appendix D - Round Members?
 
The former is what I have done in practice. But I'm not familiar with the latter. Does it explicitly treat round cross-sections?
 
I'm wondering if there might be something of a research project in it actually. 
 
William L. Polhemus, Jr. P.E.
Sent from my iPad 2
 
On Nov 21, 2011, at 7:43 AM, "Djebli, Ahcene" <ahcene.djebli(--nospam--at)shawgrp.com> wrote:
 
  
I will use the square area that fits in the circular section and use Appendix D, or use the example in: ASCE Manual and Report on Engineering Practice No.113, Titled: "Substation Structure Design Guide".
Good Luck
 
-----Original Message-----
From: Bill Polhemus [mailto:bill(--nospam--at)polhemus.cc] 
Sent: Saturday, November 19, 2011 10:53 PM
To: seaint(--nospam--at)seaint.org
Subject: Anchor Embedment in Concrete per ACI Appendix D - Round Members?
 
In my (admittedly not so thorough) perusal of ACI Appendix D, it was not 
readily apparent to me that there is a way to calculate the capacity of 
anchors and anchor groups in a round pedestal. A good example would be 
anchors embedded in a drilled shaft foundation.
 
Comments?
 
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