Reading between the lines I assume you would always use a WWF or other reinf. to conrol crack size?
I have started a new thread since I am asking more questions:
"slab on grade for tile floor"
thread592-155870 (how do you link)
Thanks.
I am pouring a large slab on grade for a retreat center/conference center. The floor is independant of foundations for walls and other structural loads and so is very lightly loaded. (Walls and columns are already in place and supported by deep continuous strip foundations, I'll be pouring...
What is a typical minimum thickness for a sog with no reinforcing for institutional use? I am pouring several large floors on grade (well compacted sandy fill), isolated from structural loads (independant of wall/column foundations) for classrooms and conference rooms. Very low loading, in...
