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Author(s):	Dutulescu, E.
Title:
Abstract:	Die Nachweise der auf schiefe Biegung mit Normalkraft beanspruchten Stahlbetonquerschnitte werden iterativ, durch sukzessive Veränderungen der Stahlfläche, durchgeführt. Ein zweckmäßiges Rechenverfahren für die Bemessung bzw. Ermittlung der Tragfähigkeit wird vorgestellt. An Approach Method for biaxial Bending with axial Force. The design of the reinforced concret members subjected to skew bending with axial force is effected iteratively, trough succesive corrections of reinforcement area. An appropriate procedure for the determination of reinforcement respectively the verification of the load capacity is presented.
Source:	Beton- und Stahlbetonbau 110 (2015), No. 4
Page/s:	254-269
Language of Publication:	German

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