I am looking for some back up literature on pre-tensioned anchor rods to fill in a few gaps in the information that I have been able to find todate:
1. I have seen recommendations in the past not to pre-tension rods with yield strength below 60-70 Ksi. I basically understand that there are...
Wondering if anyone has a simple technique for determining the required thickness of a head plate on an anchor bolt embedded in concrete.
I'm not looking for a conservative method that gives me a safe solution, but rather looking for a way to assess a reliable capacity for an existing bolt...
