SLAB ON GRADE REINFORCING DESIGN - PDHonline.com

Placing the steel any lower than this limit could, however, adversely affect the performance of the slab. For most conventional slab-on-grade design, the steel does not have to be discontinuous at the contraction or sawn control joints. However, in cold storage facilities it is recommended that the reinforcing be discontinuous at all control ...

  Grade, Steel, Slab, Reinforcing, Slab on grade reinforcing, Slab on grade