Return to index: [Subject] [Thread] [Date] [Author]
[no subject]
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: seaint(--nospam--at)seaint.org
- From: "David A. Fanella" <dfanella(--nospam--at)skghoshassociates.com>
- Date: Thu, 17 Apr 2003 09:43:55 -0500
Footnote 8 is the correct one that applies to ordinary concrete moment frames. This is in line with that which is required in Chapter 21 of ACI 318.
================================ David A. Fanella, Ph.D., S.E., P.E. Director of Engineering S.K. Ghosh Associates, Inc. 1856 Walters Avenue, Suite 200 Northbrook, IL 60062 Ph: 847.291.9864 Fax: 847.291.9865 E-mail: dfanella(--nospam--at)skghoshassociates.comWeb Page: skghoshassociates.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(--nospam--at)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 ******* ****** ****** ****** ******* ****** ****** ********
- Next by Subject: [no subject]
- Previous by thread: Re: 1997 UBC Concrete OMRF in Zone 2A
- Next by thread: Re: questions about 3D modeling software for steel structures
- About this archive
- Messages sorted by: [Subject][Thread][Author][Date]