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Author(s):	Kueres, Dominik; Siburg, Carsten; Hegger, Josef; Fingerloos, Frank
Title:
Abstract:	Im Jahr 2012 wurde der Eurocode 2 in Deutschland bauaufsichtlich eingeführt. Im Vergleich zu DIN 1045-1 wurde unter anderem die Durchstanzbemessung von Flachdecken und Fundamenten bzw. Bodenplatten überarbeitet. Insbesondere die Berücksichtigung der Längsbewehrung führte in der Praxis zu einigen offenen Fragen. In diesem Beitrag werden daher aktuelle Auslegungen des DIN-Normenausschusses Bauwesen (NABau) zur Ermittlung und Verteilung der Mindestmomente bei Wandecken und Wandenden sowie zur anrechenbaren Breite und Verankerung der Längsbewehrung für die Ermittlung des Längsbewehrungsgrades in Flachdecken und Fundamenten bzw. Bodenplatten vorgestellt. 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 punching shear design provisions of flat slabs and column bases were revised compared to DIN 1045-1. Particularly the consideration 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.
Source:	Beton- und Stahlbetonbau 111 (2016), No. 10
Page/s:	657-662
Language of Publication:	German

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