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Bewehrungsregeln

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Stahlbetonbau nach EC 2

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Zusammenfassung

Die folgenden Regelungen beziehen sich auf

  • gerippte Stäbe mit der Streckgrenze

  • f yk = 500 N/mm2

  • BSt 500 nach Tabelle 3.4 bzw. S500 nach europäischer Bezeichnung.

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Authors and Affiliations

  1. Fachhochschule Nordostniedersachsen, Buxtehude, Deutschland

    Prof. Dr.-Ing. Uwe Albrecht

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  1. Prof. Dr.-Ing. Uwe Albrecht
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© 1997 B. G. Teubner Stuttgart

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Albrecht, U. (1997). Bewehrungsregeln. In: Stahlbetonbau nach EC 2. Vieweg+Teubner Verlag, Wiesbaden. https://doi.org/10.1007/978-3-322-94736-9_8

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  • DOI: https://doi.org/10.1007/978-3-322-94736-9_8

  • Publisher Name: Vieweg+Teubner Verlag, Wiesbaden

  • Print ISBN: 978-3-519-05079-7

  • Online ISBN: 978-3-322-94736-9

  • eBook Packages: Springer Book Archive

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