From: Michael Bryson <bryson(--nospam--at)civil.ubc.ca>
Date: Tue, 20 Jun 2000 17:38:50 -0700 (PDT)
Maybe you knew all that already. There are provisions for the effective
widths of walls subjected to concentrated loads, but I'm not sure where
that is in the ACI code.
On Tue, 20 Jun 2000, Michael Zaitz wrote:
> 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?