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During an earthquake, the unbalanced moments transferred at flat plate column connections can produce significant shear stresses that increase the vulnerability of these connections to brittle punching shear failure. This report gives recommendations for designing flat plate-column connections with sufficient ductility to go through lateral drift without punching shear failure or loss of moment transfer capacity.
 

Document History

  1. ACI 421.2-21


    Seismic Design of Punching Shear Reinforcement in Flat Plates-Guide

    • Most Recent
  2. ACI 421.2R-10


    Guide to Seismic Design of Punching Shear Reinforcement in Flat Plates

    • Historical Version
  3. ACI 421.2R-07

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    Seismic Design of Punching Shear Reinforcement in Flat Plates

    • Historical Version