Best Regards,
Sanjay Kumar Verma, P.E.
Perliter & Ingalsbe
2369 Lincoln Ave., Altadena, CA 91001
Tel: (626) 398-9111 ext 207; Fax: (626) 398-9115
-----Original Message-----
From: Christopher Banbury [mailto:cbanbury@arkengineering.net]
Sent: Thursday, September 13, 2007 7:40 AM
To: seaint@seaint.org
Subject: RE: Embed Plate
Thanks Rudra. It looks like ACI 318-08 addresses the problem. The new
draft provisions in Appendix D allow 100% transfer of shear and tension
forces into specially detailed reinforcement. I have been looking for
this type of official guidance for a long time.
Christopher Banbury, PE
President
Ark Engineering, Inc.
PO Box 10129, Brooksville, FL 34603
22 North Broad ST, Brooksville, FL 34601
Phone: (352) 754-2424
Fax: (352) 754-2412
www.arkengineering.net
-----Original Message-----
From: Rudra Nevatia [mailto:rudra_nevatia@yahoo.com]
Sent: Wednesday, September 12, 2007 6:15 AM
To: seaint@seaint.org
Subject: Re: Embed Plate
ACI 318-08 Draft Code allows transfer of shear and tension forces from
anchor bolts to concrete reinforcement.
Regards,
Rudra Nevatia
________________________________________________________________________
____________
Looking for a deal? Find great prices on flights and hotels with Yahoo!
FareChase.
http://farechase.yahoo.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
******* ****** ****** ****** ******* ****** ****** ********
******* ****** ******* ******** ******* ******* ******* ***
* 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
******* ****** ****** ****** ******* ****** ****** ********