Top of Anchor Bolt Embedment Depth
Top of Anchor Bolt Embedment Depth
(OP)
So, here is the deal. We are designing a building with precast hollow-core planks on the 2nd floor, supported by precast beams and columns. On top of the concrete columns are steel columns. There is a 4" concrete topping to be poured over the top of the hollow cores and the baseplate on the steel column. Is there a minimum cover depth from the top of the concrete topping to the top of the anchor bolt or to the top of the nut? I have been searching for anything, but I'm coming up empty.






RE: Top of Anchor Bolt Embedment Depth