--- In [email protected], "dhultay" <HULTAY@...> wrote:
>
> Jim's analysis is in-line with my understanding. Most basement slabs are
> only a couple inches thick, but support columns have deeper & wider footings
> (required by building code). Can leave existing column in place until
> concrete work is done. Then jack up beam on both sides and slip fit new
> support column
The problem is when the post is supporting the ends of a two girders meeting
on top of it. Then moving it become much more involved...DaveBranum
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