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Re: Minimum Reinforcing in Compression M

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Scott Maxwell wrote:

. > The minimum steel requirement is supposedly there due to the potential for
. > bending, even if there is no apparent bending on the member.


It is my understanding that the minimum reinforcing in compression members is 
to account for creep and shrinkage stresses in the concrete.  Creep and 
shrinkage stress tests in the 1930's showed that low volumes of reinforcing 
can yield due to creep and shrinkage, therefore not contribute to the 
capacity of the compression member.  The minimum reinforcing requirements are 
to ensure that there is sufficient reinforcing present so that it will not be 
at yield due to creep and shrinkage.

A. Roger Turk, P.E.(Structural)
Tucson, Arizona

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