Hi Daz,
Had the same thoughts myself a few weeks ago.
Got the Tufflift ( after advice from this forum, Bazza etc ) 2 poster with the overhead bar.
Had the shed slab engineered to be 100-125mm thick and 150min in the hoist area ( I don't think concretors work in mm's anyway).
All good, but then decided to position the hoist differently within the shed...doh.
Thus some bolts are in 150mm and some are in 100mm concrete.
The dyna bolts Tufflift supply are seriously big. I think it was a 19.5mm drill we used in the concrete.?
Torqued them up to Tufflift specs...seriously, seriously tight.
I'm thinking there is nearly zero chance of failure as far as sideways goes due to the 2 posts being tied via the top overhead bar.
As far as forward/backwards failure as a result of uneven loading....reckon not likely, as to tear the 10 or 12 x 3/4 bolts out of the floor would be a massive ask. p.s. I'm no civil engineer.
Just as a feel good thing....., I used a few of the little shims they supply to make it 100% plum. When the car is on the hoist , I have just reached down and felt them...they are still firmly located, so I read that , as being no ''lifting '' of the feet happening.
Made me happy anyway.
p.s I made a template for the drilling, as I didn't like the idea of drilling thru the feet while the whole thing just sat there balancing above my head.
Only had one minor issue with one of the ratchet/lock dogs...they were very attentive to my inquiry.
Regards
Col