Need a book? Engineering books recommendations...

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

RE: SE Exam

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I echo what Ben Said but if you ask my opinion, the ones that carry the
exam are really seismic questions and dynamic analysis procedure.  Although
the first day last year was extremely hard, Seismic (2nd day) proved that
only 12 percent were good enough to be called SE's last year and rightfully
so, they deserve it.
Good luck to all, Hope you pass first time around.
Samir Ghosn, PE
Harris & Associates
 At 12:18 PM 10/22/2002 -0700, you wrote:
>        Thanks Ben,     This is exactly what I’m worried about…
>not knowing/having the basics with me at the test that say would be
>required at the start of the problem. Then because I’m missing
>something small like this then spending a lot of time only to get little if
>any points because I started off with missing criteria. This kind of thing
>is testing more code knowledge rather than design skill, but code knowledge
>is very important.     Thanks very much !  -gerard     -----Original
> From: Byainc(--nospam--at) [mailto:Byainc(--nospam--at)] 
> Sent: Tuesday, October 22, 2002 12:07 PM
> To: seaint(--nospam--at)
> Subject: Re: SE Exam     Gerry
> One item that has recently been asked about in the exam is the fire
>protection of structural members such as the required cover for rebar to
>achieve certain rating.
> You would need chapters 6 and 7 of Vol. I for looking that up. Although
>this may not count as a substantial portion of the score, every bit would
>help in my opinion.
> Ben Yousefi, SE       

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) 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: 
******* ****** ****** ****** ******* ****** ****** ********