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Re: Min. Steel in columns

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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..