Posted by Harvinder Singhover 7 years ago
Is Using an over-strength factor
The development length for post-installed rebar is equivalent to cast in place. If so, do we need to use over-strength factor?
1 Reply
Posted by Nitin Adamover 7 years ago
post installed anchor will not be equal in taking strength of casted element. So their utility is different. However the development length will be based on bond strength of grout used.