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Expansion Contraction Joints in concrete

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In the PCI Design Handbook 3rd addition there is a chart for the maximum
building length wthout the use of expansion joints.  It is based on
Technical Report #65 of the National Research Council, National Academy of
Sciences, 1974.

Does anyone know if this research has been updated by NAS or if there is
another source that would be a good reference on this subject.

Randy Hamilton, P.E.
Tucson, AZ