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Message: <blockquote data-quote="Preparation Hell" data-source="post: 6589634"><p>I'm trying to find some "allowable expansion" values/formulas for the expansion of a monolithic concrete slab due to temperature differential (something along the lines of "movement due to expansion exceeding "x" will cause damage to non-structural elements attached to the slab").  I have never seen this concept covered in the ACI code.  Any help is much appreciated.</p></blockquote><p></p>