Cogged Bolt Capacity - ACI318 App D
Cogged Bolt Capacity - ACI318 App D
(OP)
I have been looking at the capacity of cogged (L) hold down bolts in ACI318. Using equation D-14 I get a capacity well below the capacity of the bolt itself in 25MPa concrete.
Is this correct or have I done something wrong?
Is this correct or have I done something wrong?





RE: Cogged Bolt Capacity - ACI318 App D