About the author  ⁄ Carlos E. Ospina, Ph.D., P.E.

Carlos E. Ospina, Ph.D., P.E. is Senior Project Manager with BergerABAM Inc. in Houston. He is Co-Chair of ACI-ASCE Subcommittee 445C (Punching Shear) and Leader of the Task Group responsible for the development of the Collected Punching Shear Test Result Databank. He is a Fellow of ACI. He can be reached at carlos.ospina@abam.com.

Considerations to Prevent Premature Concentric Punching Shear Failure in Reinforced Concrete (RC) Two-way Slabs

Two-way slabs are unique to Reinforced Concrete (RC) construction. The most common type, due to its ease of forming and speed of construction, is the flat plate, a slab of uniform thickness supported by columns without beams, drop panels or capitals. Flat plates are common in building construction, and can also be found as deck components in waterfront piers and wharves.

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