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
RE: Anchorage to Concrete according to ACI318/02
RE: Anchorage to Concrete according to ACI318/02
I have ever experience with Hilti.
However, I would like to know concept and design criteria as similar with ACI318/02 APPENDIX D but for chemical anchorage.
RE: Anchorage to Concrete according to ACI318/02
http://www.us.hilti.com/data/techlib/docs/technical%20publications/anchoring/article1_building_codes--anchoring_to_concrete.doc