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Re: One way slab design with point load.

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TVDEsq(--nospam--at) wrote:

> What is an appropriate  effective width for a one-way slab with point load
> occuring at the center span?  I have a 22 foot long span, 12" deep, 4000 psi
> concrete.

I would consider the column width plus 12"  add rebars you needed 3" on center

D.A. P.E.