Anchorage to Concrete according to ACI318/02
Anchorage to Concrete according to ACI318/02
(OP)
There is a design method for anchorage to Concrete in ACI318/02. However, it is only mechanical anchorage.
Does anybody know where is for chemical anchorage?.
What I have ever used is only 0.5 of capacity from mechanical anchorage.
Thank you in advance.
Does anybody know where is for chemical anchorage?.
What I have ever used is only 0.5 of capacity from mechanical anchorage.
Thank you in advance.





RE: Anchorage to Concrete according to ACI318/02
Be careful with the allowable loads/stresses vs ultimate or yield stresses terminology.
RE: Anchorage to Concrete according to ACI318/02