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Re: Mat Foundations

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Or with uplift, the resultant of the loads on the mat is at the centroid of 
the triangular soil pressure diagram.

A. Roger Turk, P.E.(Structural)
Tucson, Arizona

>>If you find one please let me know. Outside of running a computer analysis,
there is always the fast food
 hand calculation  for those simple ones,
of Fsoil = P/A +- M/S......