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Berücksichtigung der Längsbewehrung beim Durchstanznachweis nach Eurocode 2 (DIN EN 1992‐1‐1/NA)
Authors:Dominik Kueres  Carsten Siburg  Josef Hegger  Frank Fingerloos
Abstract:Consideration of flexural reinforcement in punching shear provisions according to Eurocode 2 (DIN EN 1992‐1‐1/NA) With introduction of Eurocode 2 in Germany in 2012, the pun ching shear design provisions of flat slabs and column bases were revised compared to DIN 1045‐1. Particularly the consi deration of flexural reinforcement caused some irritations for practical engineers. In this context, this paper presents recent recommendations of DIN technical committee ”NABau“ (DIN: German institute for standardization) for the distribution of minimum flexural reinforcement for wall corners and wall edges as well as for the width and anchorage of flexural reinforcement for the calculation of the flexural reinforcement ratio in flat slabs and column bases.
Keywords:Durchstanzen    ngsbewehrung    ngsbewehrungsgrad  Mindestmomente  Eurocode 2  EC2  NA(D)  Auslegungen  NABau  Eurocode  Berechnungs‐ und Bemessungsverfahren  Bewehrung
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