Anchor depth

Yeah....I agree about the amount of room and better versatility of the 2 post. I was just making a random goofy comment...lol. You're doing the right thing by getting lots of opinions on how to go about it. I don't even pretend to know anything about engineering, but I would think that the farther down you extend the round vertical section of concrete and rebar....the less likely the lift would be to lean forwards or backwards because of an imbalanced load. I guess you could do the same thing by making the new concrete pour for the lift H shaped....but that would be Mo concrete and Mo money! :eek: