Concrete Slab-On-Grade Control Joint Reinforcement
Concrete Slab-On-Grade Control Joint Reinforcement
(OP)
I have always detailed my control joints for a slab-on-grade with the reinforcement running continuous through the joint. I show a (1/4)*slab thickness cut and the steel mesh or other reinforcement running continuous. Does anyone terminate there reinforcement at the joint? Why?






RE: Concrete Slab-On-Grade Control Joint Reinforcement
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RE: Concrete Slab-On-Grade Control Joint Reinforcement
RE: Concrete Slab-On-Grade Control Joint Reinforcement