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Author(s):	Leven, G.; May, B.
Title:
Abstract:	Schief gelagerte Einfeldträger werden im allgemeinen Fall auf Biegung und Torsion beansprucht. Maßgebend für die Wechselwirkung zwischen den beiden Momentenbeanspruchungen sind das Verhältnis der Biege- und Torsionssteifigkeit des Trägerquerschnitts sowie der Winkel der schiefen Lagerung. Es werden Einflußlinien für charakteristische Beanspruchungen und im Brückenbau häufig vorkommende Belastungen entwickelt.
Source:	Bautechnik 63 (1986), No. 1
Page/s:	27-31
Language of Publication:	German

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