From: Bill Polhemus <bpolhem(--nospam--at)swbell.net>
Date: Tue, 06 Feb 2001 09:59:50 -0600
Masroor, that's simply "not done" here in the states!
"S. A. Masroor" wrote:
> >We have a 4'x4' concrete column under 110 k axial load (D+L) and 60
> >k-ft bending,
> Can you design it as a Plain Concrete column? I am sure you have all the section modulus you need..