Does anyone know about tolerances for specified holes for anchor rods?
I mean, if on shop drawings is specified a diametre for holes, what is the tolerance (in diametre) for making them?
Any reference that adresses this item? Because AISC recomends diametres of holes depending on anchor rod...
I need some sources or references to sustent my position in order to reject a steel member which has a shop welded splice with a bolt hole located on the line of welding. The joint is a CJP and is joining WF shapes.
Thank you in advance for your help.
Regards.
Nymous.
