Stub Column Repair
Stub Column Repair
(OP)
I wanted to have some experienced input on this construction issue. Column supplied are about 11" too short. See attached. What the steel fab want to do is shown in the sketch and what I want to do is also shown. I don't like the idea of two base plates bolted together, I am recommend an all around weld and I am also wondering if I should bump up the HSS 6x6 by one thickness. The loads are only gravity, no lateral.






RE: Stub Column Repair
RE: Stub Column Repair
RE: Stub Column Repair
There are days when I wake up feeling like the dumbest man on the planet, then there are days when I confirm it.
RE: Stub Column Repair
RE: Stub Column Repair
RE: Stub Column Repair
Mike McCann
MMC Engineering
Motto: KISS
Motivation: Don't ask
RE: Stub Column Repair