Hello Members,
I am looking for information/design guides for a deep embedded grouted concrete anchors.
The method given in ACI 318 chapter 17, does not cover grouted anchors. ACIs penalizes heavily for being close to edge and also it is limited as the theory it uses works only for embedded depth till 20x dia. of anchor. I have a 2" tie rod grouted up to eight feet.
Anyone had any experience with this?
Thanks
I am looking for information/design guides for a deep embedded grouted concrete anchors.
The method given in ACI 318 chapter 17, does not cover grouted anchors. ACIs penalizes heavily for being close to edge and also it is limited as the theory it uses works only for embedded depth till 20x dia. of anchor. I have a 2" tie rod grouted up to eight feet.
Anyone had any experience with this?
Thanks
