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Mat Versus Slab Design

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I would use .0018, applied to each face and in each direction for which a 
calculated requirement for tension rebar exists. I am not as sure as to 
whether if 1/3 more rebar is provided than required, then the .0018 minumum 
does not have to be met, which is similar to the provision for one-way 
flexural members where the minimum is 200/fy.

Jim Fulton