Hiller40
Civil/Environmental
- Jan 21, 2008
- 1
Does anyone know of any resources outlining limitations of field bending rebar? I have a footing poured with exposed vertical dowels to tie-in the foundation wall above. The foundation wall is to be backfilled on both sides up to FF elev of the slab. The vertical bars were bent 70-75 degrees, to facilitate access into the structure, and then straightened back to vertical. I am looking for information either confirming or denying this practice.
Thanks for your help.
Thanks for your help.