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

RE: Nelson Stud

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Check the catalogs again. They do provide such numbers.

Of course, there's no telling where they came from. Were they ICBO-quality
tests?

How do the calculations for strength using the provisions of the ACI 318
Appendix C (which will be out in the next edition, and which provisions are
available in the "Cook" book--as I call it--for use currently) compare to
ICBO tests, if any? (Sorry, this is stream of consciousness stuff; if anyone
knows the answers that'd be great!)

William L. Polhemus, Jr., P.E.
Polhemus Engineering Company
Katy, Texas
Phone 281-492-2251
Fax 281-492-8203


-----Original Message-----
From: YI [mailto:YI(--nospam--at)summit-sr.com]
Sent: Friday, May 11, 2001 1:02 PM
To: 'seaint(--nospam--at)seaint.org'
Subject: RE: Nelson Stud


I checked out their catalog, it has the yield strength of the material they
use for the studs, not the actual pull-out strength.


* 
*   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