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Re: Uplift resistance

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Kind of curious: What is causing such high uplift in a steel building?
 
Rajendran

"Seth W. Cutler" <seth(--nospam--at)rlmorrisonengr.com> wrote:
I'm working on a steel building which has uplift forces in the order of
50-170 kips in isolated locations. The foundation design is spread footings.


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