FIBERMESH VS. WWM REINFORCEMENT

[NFV]

I WILL BE POURING A 100' X 225 ' 6" SLAB ON GRADE (4000PSI)AND AM CONSIDERING USING FIBERMESH CONCRETE IN PLACE OF A 6X6 10/10 WWM REINFORCEMENT. DOES ANYONE HAVE ANY SIMILAR EXPERIENCE? WHAT LIMITATIONS WILL I HAVE WITH THE FIBERMESH,IF ANY?

ON A SIMILAR NOTE I WILL ALSO BE POURING A 100' X 75' CONCRETE MEZZANINE, 2 1/2" LIGHTWEIGHT FIBERMESH CONCRETE OVER A METAL DECKING. SAME QUESTION.

 

[merbas]

You can use it without any problem, I did it before