boffintech
Civil/Environmental
- Jul 29, 2005
- 469
I'm looking at a stack of rebar and the tag reads A615 grade-75 all-thread rebar. But in reading the definition of "deformations" in A615 I can't tell if these threads meet the given criteria. I think these are the bars usually used in tension piles. We're building a compression member. At any rate, are there any issues with substituting all-tread rebar for the normal A615 grade-60 deformed rebar?