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RE: A15, intermediate grade reinforcing

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A15, Intermediate grade had a yield of 40,000 psi
 

Roger C. Davis

Architect

SDS Architects, Inc.

-----Original Message-----
From: HAWNENG(--nospam--at)aol.com [mailto:HAWNENG(--nospam--at)aol.com]
Sent: Monday, August 06, 2001 9:25 PM
To: Seaint(--nospam--at)seaint.org
Subject: RE: A15, intermediate grade reinforcing

Our office is investigating an the load capacity of an 8 inch thick
reinforced concrete floor slab.  The floor slab is in a sanitary sewer lift
station.  The plans are dated 1970 and specify A15, intermediate grade
reinforcing.  Can someone tell me the yield stress for this specific
reinforcing.

Thank you for the help,

Greg Showerman, S.E.
Modesto, CA