Thanks for the replies. Yes, there will be two access openings. Structural is also ok with it. There are no wind loads and the seismic is a zone 1. Just wanted to check if its been done before, since I found no literature on it.
Has anyone ever put anchor bolt chairs on the inside of a skirt for a tall tower? I have a 154" diameter, 100' tall vessel to be supported on a skirt. Due to shipping size issues I would like to put the anchor chairs inside the skirt. Any thoughts?
