Gumpmaster
Structural
- Jan 19, 2006
- 397
I'm working on a project where the contractor would like to use ASTM A996 rebar in lieu of A615. I'm not familiar at all with A996. Are there any pluses/minuses between the two? Can A996 grade 60 be substituted straight for A615 grade 60? Why isn't A996 in greater use? Is there any real reason to reject A996?
thanks.
thanks.