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Concentrated Loads on Concrete Walls

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I am searching for the ACI 318-95 Code looking for the min eccentricity
that is required for design of a concrete wall with a concentrated load
on it.  I seem to remember that one had to use e= t/3 (t is the
thickness of wall).  I am searching thru the code and can not find it.
Can anyone point me in the right direction?