Sridhar Ayengar wrote:
Sridhar Ayengar wrote:
Because I've *decidedly* exceeded the floor loading capacity.
I would be
nervous about not having some cross support on the extra
beams. they will tend to twist as you move around, and you should do
lateral bracing on a setup like this if it is long term. Good idea though
with what you have up top though.
I was always luck to be able to set up on a slab when I did anything
like this.
jim