Quote:
Originally Posted by paddyob
It is not moving enough to break the weld I am sure.... it just kinda "shimmies". I don't really know how to descibe.... it's enough to notice the movement. But thinking about structural work... a lot of it is bolted connections.... even bridge work is bolted connections so I am "hoping" I can do the same. My only real concern was the drilling of holes with the weight on top.... wondering if it would buckle.
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I thought of something else then. If you cut triangles from 1/16 or 1/8 steel, then you could drill through the HSS horizontally and attach the triangles aginst the HSS instead of underneath. At each corner. It would increase the horizontal width of the stand. If you understand this your good. Hard for me to describe with words.