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Author(s):	Specht, M.
Title:
Abstract:	Ein vom Autor früher entwickeltes dreigeteiltes Tragwerksmodell für Stahlbetonbalken wird auf Plattenbalken angewendet, um die in Versuchen scheinbar auftretende Abhängigkeit der Grenztragfähigkeit von dem Verhältnis der Stegbreite zur Breite der Druckzone in der Platte zu erklären.
Source:	Beton- und Stahlbetonbau 84 (1989), No. 4
Page/s:	88-90
Language of Publication:	German

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