Thanks for the help, guys, but I am already ahead of you. Maybe I should have explained my question better. I already have the footings sized for uplift and have sufficient anchor bolt depth to anchor to the mass of concrete. The footings, in this case, have a top surface that is at floor...
Maybe some of you can help out a young EIT. I am designing metal building footings where the uplift condition far outweighs the compressive force from the column load (in Florida). My dillema is that I do not have any background in how to design the reinforcement for the top mat of the square...
