Quote:
Originally Posted by darklord700
Do you need to pull a permit if you move a stell post cemeted to the ground a few feet to the left or right?
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Hell no...just go ahead and put it where ever you find it more convieient.
I mean its not like its an engineered pointload, sitting on a minimum 12" diameter piling sunk below frost line (again as a minimum). Your 3-4" suspended basement slab will carry that weight just fine...
Just don't say that I was the one who told you so.
Dinking around with things you don't understand is asking for trouble.
I have seen this before. Almost 4" of deflection in the centre of a 4 ply 2 X 10 beam, spanning 22 feet between the two (unaltered) bearing points.
This was "carrying" the center span of a loft level floor beam on a 2 x 6 bearing wall that was "carrying" the built up 4 ply 2 x 8 post, that was "carrying" the center of the girder truss, that was "carrying" the high end of the sloped ceiling...
Outside, you could see the drop in the ridgeline of the roof ...
Why it never collapsed? I'll never know. And it was all because of one "insignificant steel post" that was in some "handyman's" way.
They're sometimes a pain to design a basement layout around, but they are
immovable objects without getting a structural engineer on board.
Period.