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@polhemus.cc] Sent: Monday, November 21, 2011 9:50 AM To: <seaint@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@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@polhemus.cc] Sent: Saturday, November 19, 2011 10:53 PM To: seaint@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? ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad@seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ******** ****Internet Email Confidentiality Footer**** Privileged/Confidential Information may be contained in this message. If you are not the addressee indicated in this message (or responsible for delivery of the message to such person), you may not copy or deliver this message to anyone. In such case, you should destroy this message and notify the sender by reply email. Please advise immediately if you or your employer do not consent to Internet email for messages of this kind. Opinions, conclusions and other information in this message that do not relate to the official business of The Shaw Group Inc. or its subsidiaries shall be understood as neither given nor endorsed by it. ______________________________________ The Shaw Group Inc. http://www.shawgrp.com ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad@seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** *************** ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad@seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********