Guideline for accepting / rejecting kink in concrete reinforcing bars
Guideline for accepting / rejecting kink in concrete reinforcing bars
(OP)
Hi All,
Are there any guidelines for accepting kink in concrete reinforcing bars already on site. I'm not looking for manufactures standard for scraping a defected (kink) bar, I guess this could be variable depending the manufactures QA.
Thanks..
Are there any guidelines for accepting kink in concrete reinforcing bars already on site. I'm not looking for manufactures standard for scraping a defected (kink) bar, I guess this could be variable depending the manufactures QA.
Thanks..






RE: Guideline for accepting / rejecting kink in concrete reinforcing bars