Need a book? Engineering books recommendations...

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

Plate w/ Large deflections - Need diaphragm stress at edge

[Subject Prev][Subject Next][Thread Prev][Thread Next]
If anyone has a table similar to Roark's tables for plates, please contact me. 
All I have to get is the stress at the center of the long edge of a rectangular
plate, _simply_ supported, not fixed.

Thanks in advance.

-Keith Fix, PE
-Little Rock, Arkansas

Do You Yahoo!?
Yahoo! GeoCities - quick and easy web site hosting, just $8.95/month.

******* ****** ******* ******** ******* ******* ******* ***
*   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: 
******* ****** ****** ****** ******* ****** ****** ********