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RE: FOS for Overturning

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I think that this is the most logical of all approaches to the OT resistance.  I absolutely agree with you Bruce.

Sasha Itsekson, PE
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Another way to look at it: the 10k uplift cannot cause overturning on its own
(when applied in the center), it can only reduce the footing's ability to
resist overturning.

My 2 cents worth.

Bruce Bates
RISA Technologies