Looking for the max load of a 12" x 5" x .5" or .75" sheet of mild steel. It needs to hold roughly 1700 to 1800 lbs without bending. Should I go thicker or could I go thinner.
When you say you want to avoid bending, what do you really expect? Do you not want any deflection? Do you want to avoid yeilding of the plate? How do you define "No Bending?"