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To get desired capacity, you must have sufficient concrete thickness in adition to embedment.If pile is hollow, probably you won't get enough thickness. That will reduce your pullout/shear capacity a lot......3/4''dia with 3'' emb in a hollow concrete unit is really not good practice.In this case, the best way is using samll diameter epoxy bolts. Another option is using shot pins.
To get desired capacity, you must have sufficient concrete thickness in adition to embedment.
If pile is hollow, probably you won't get enough thickness. That will reduce your pullout/shear capacity a lot......
3/4''dia with 3'' emb in a hollow concrete unit is really not good practice.
In this case, the best way is using samll diameter epoxy bolts. Another option is using shot pins.
