From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
Date: Wed, 1 Mar 2000 20:56:22 -0500
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)
>>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......