There is a minimum eccentricity for moment magnification. See 10.11.5.4.
> -----Original Message-----
> From: Michael Zaitz [SMTP:mzaitz(--nospam--at)hgbd.com]
> Sent: Tuesday, June 20, 2000 3:51 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Concentrated Loads on Concrete Walls
> 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?