Need a book? Engineering books recommendations...

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

Re: Rigid vs. Flexible Diaphragm

[Subject Prev][Subject Next][Thread Prev][Thread Next]
well said, Dennis. Too bad that a few building officials continue to try
to require rigid analysis for everything. I like the LA City approach.
They allow flexible analysis but require us to add 20% surcharge to the
values obtained.

Stan Scholl, P.E.
Laguna Beach, CA

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