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FIBERMESH VS. WWM REINFORCEMENT

FIBERMESH VS. WWM REINFORCEMENT

FIBERMESH VS. WWM REINFORCEMENT

(OP)
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.

RE: FIBERMESH VS. WWM REINFORCEMENT

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

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