Return to index: [Subject] [Thread] [Date] [Author]

ACI Anchor Bolt Placing Tolerances

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Does anybody know if ACI has tolerances for placing anchor bolts.  Specifically, are there tolerances for bolt placement relative to other bolts within a group of anchors.  I know that AISC has tolerance values, but I was wondering if ACI also has something to say on the issue.
 
Thanks in advance;
 
Russell Berkowitz
San Francisco, CA