What size are the UC’s? 3 runs stick will just make them distort like mad. I see no need for anymore than 6mm fillet welds when the uprights are 6mm (presume web not flange).
If you can do two columns at once clamp the base plates back to back and weld both equally to counteract the pull of the others. A bit of shim stock taped in the middle to give an extra bit of pull may be required.
I'd go for beam flange thickness plus up to 20% or something like that. We put some temporary steelwork up on site which I'm just dismantling now the work is done. One of those props was carrying up to 100 tonnes and I think the base plate was only 20mm.