Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: ASD vLRFD

[Subject Prev][Subject Next][Thread Prev][Thread Next]
If I were to guess, I'd say that they will continue to be in an Appendix.
That's because, like those here who think LRFD is a tool of the devil, the
old timers won't want to change-even though the ASCE 7 load combinations are
so much more comprehensive and rational, and easy enough to incorporate with
design software.

But as long as they're in the Code, I'll use them as the godsend they are.



William L. Polhemus, Jr. P.E.
Polhemus Engineering Company
Katy, TX, USA
Phone (281) 492-2251
FAX (281) 492-8203
email bill(--nospam--at)polhemus.cc

-----Original Message-----
From: Keith Fix [mailto:kefix(--nospam--at)yahoo.com]
Sent: Thursday, December 20, 2001 9:15 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: ASD vLRFD
Also, I've heard the "alternate" factors will become "standard" with the
next ACI 318.  Is this still on the way?



******* ****** ******* ******** ******* ******* ******* ***
*   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 
******* ****** ****** ****** ******* ****** ****** ********