TCL -
I've not got much help for you - mostly some random thoughts.
I don't know if the cabinet is 2' tall x 3' wide or 6' tall x 4' wide. The picture I have is a 3' cube of Al and Fe sitting on top of a breadbox. Not pretty - but maybe workable:
16 gage is about 1/16", so 1/16" X 18" is a bit over 1 in^2 per side. That should easily hold up 40klb, that right - 40,000 lbs
unless --- it fails by buckling
Likely everyone has seen an example: Stand on a beer soda can. It will hold you up fine - until you reach down and gently, ever so slightly, quickly tap the sides. Then it collapses instantly.
So, my questions would be:
- What say your structural engineer about supporting 720 lbs a few feet in the air on a thin steel cabinet?
- What seismic zone are you in? Montgomery and south is Z0, AL north is Z1. Likely not a problem. However, I suspect that is why Hoffman won't rate their cabinets for top load. One can buy a cabinet rated for Z4 - but even that is not rated for any top load.
- Even if Zone 0, is the cabinet near structural failure by buckling if it gets a hard bump during normal work?
And the answer I would expect is, "We ain't hiring no damned engineer. Get it in."
And being the woos I am - I'd be putting it in. And since the cabinet is free standing - I'd mostly be worried about getting it securely fastened to the floor. I'd have enough bolts in it that it would tear up a chunk of the floor if it fell over.
ice