Reply to thread

Professional Engineer & PE Exam Forum

Help Support Professional Engineer & PE Exam Forum:

This site may earn a commission from merchant affiliate links, including eBay, Amazon, and others.

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.


Back
Top