Baseplate to nut contact
Baseplate to nut contact
(OP)
Hello,
I have a situation where a steel column (exterior, W12) is leaning due to the foundation heaving about 3/4". The foundation is at least 30 years old, so is the steel. I guess the issue was recently notice by the facilities.
In order to correct the issue "temporarily", the site crew went ahead and placed some shims under the baseplate (18"x18") on one side. Its their attempt to level the column for now.
But the nuts above the base plate are no loner in full contact with the baseplate due to the BP now leaning.
Where can I find some literature on the contact surface issue?
Thank you.
I have a situation where a steel column (exterior, W12) is leaning due to the foundation heaving about 3/4". The foundation is at least 30 years old, so is the steel. I guess the issue was recently notice by the facilities.
In order to correct the issue "temporarily", the site crew went ahead and placed some shims under the baseplate (18"x18") on one side. Its their attempt to level the column for now.
But the nuts above the base plate are no loner in full contact with the baseplate due to the BP now leaning.
Where can I find some literature on the contact surface issue?
Thank you.
RE: Baseplate to nut contact
Depending on what loads are anticipated in the column and the duration of the column in this temporary state are likely to be factors in your decision to intervene with a remedial solution.
Are you able to introduce a wedge washer plate? or jack and shim the column straight?
RE: Baseplate to nut contact
RE: Baseplate to nut contact
RE: Baseplate to nut contact
RE: Baseplate to nut contact
You could try tapered washers for a temporary situation.
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