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Author(s):	Mrotzek, M.
Title:
Abstract:	Aus wirtschaftlichen Gründen wird zunehmend auf den Einbau von Querschotten in Torsionshohlkastenträgern verzichtet. Voraussetzung hierfür ist, daß die Stege unmittelbar am Auflager gestützt werden. In dem vorliegenden Beitrag wird für die Berechnung des Hohlkastenträgers ohne Querschotte ein Berechnungsverfahren in seinen Grundzügen angegeben.
Source:	Beton- und Stahlbetonbau 66 (1971), No. 12
Page/s:	281-284
Language of Publication:	German

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