Need a book? Engineering books recommendations...

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

RE: Post-Tensioned Frame Analysis Software

[Subject Prev][Subject Next][Thread Prev][Thread Next]
> -----Original Message-----
> From: Neil Moore [mailto:nmoore(--nospam--at)innercite.com]
> Sent: Monday, September 30, 2002 9:11 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: Post-Tensioned Frame Analysis Software
>
>
> Bill:
>
> If you are only going to do one building, just do the analysis manually.
>
> Neil Moore, S.E.

Not enough time, I'm afraid, and there are some complicating circumstances
that enter in as well--moving loads due to bus operations, mostly.

They want this stuff done ASAP.


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