Need a book? Engineering books recommendations...

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

RE: Old Rebar Spec

[Subject Prev][Subject Next][Thread Prev][Thread Next]
ASTM A 15-50T Billet-Steel Bars for Concrete Reinforcement

The "T" in ASTM A 15-50T stands for Tentative.  These specs were still in
development when the 1952 CRSI was published.  The ASTM was supposed to
conclude its revision in 1950, but obviously they did not make their
schedule.  Most engineers merely repeated what was in the CRSI.  The CRSI
listed the spec as A 15-50T.

The plain and deformed intermediate grade bars had:
Tensile yield strength 70,000 - 90,000 psi
Yield point minimum of 40,000 psi

It took longer then because the e-mail system was horse drawn, and
television was watched by candle light;>)  I don't feel as badly not making
deadlines knowing that there is a 50 year precedence.  

Harold O. Sprague

-----Original Message-----
From: Nuttall, Davin J. [mailto:dnuttall(--nospam--at)] 
Sent: Monday, May 03, 2004 3:00 PM
To: seaint(--nospam--at)
Subject: Old Rebar Spec

I am reviewing a 1953 reinforced concrete structure.

The concrete was specified as 3,000 psi, but the reinforcing was specified
as intermediate grade new billet steel ASTM A15-50T.

My current ASTM books do not list this, and the ASTM web page did not find
it either.

Anybody know what this is?  I am assuming that it has a yield strength of 40


Dave Nuttall, P.E.
Green Bay, WI

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