Download E-books 421.2R-10 Guide to Seismic Design of Punching Shear Reinforcement in Flat Plates PDF

In the course of an earthquake, the unbalanced moments transferred at flat plate-column connections can produce major shear stresses that raise the vulnerability of those connections to brittle punching shear failure. This consultant presents ideas for designing flat plate-column connections with adequate ductility to resist lateral go with the flow with out punching shear failure or lack of second move ability. This advisor treats bolstered concrete flat plates without or with post-tensioning.

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