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Anchorage to Concrete according to ACI318/02

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.

RE: Anchorage to Concrete according to ACI318/02

(OP)
I just found that there is a room for ACI (concrete) Code Issues Forum. I will post it there.

RE: Anchorage to Concrete according to ACI318/02

Try the Hilti (or any other manufacturer of adhesive anchors) catalog.  Covers just about any case, including edge and spacing effects.  

RE: Anchorage to Concrete according to ACI318/02

(OP)
Thank you WAstruc10

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.

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