Abstract
The two usual assumptions are made. The members are slender, e. g. the spans exceed by far the largest extension of the cross sections, and Saint-Venant torsion alone provides a suitable basis for analysis. The torsionai property of a member is thus described completely by its torsionai rigidity G K which is again given in Fig. 4.1 for a rectangular and a monocellular, hollow cross section [v. Eqs. (1.9) and (2.5)].
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References
Wansleben, F.: Beitrag zur Berechnung schiefer, drillsteifer Brücken. Stahlbau 24 (1955) 224.
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© 1969 Springer-Verlag Berlin Heidelberg
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Kollbrunner, C.F., Basler, K. (1969). Skew Supported Members with Saint-Venant Torsion. In: Torsion in Structures. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-22557-8_4
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DOI: https://doi.org/10.1007/978-3-662-22557-8_4
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-662-22559-2
Online ISBN: 978-3-662-22557-8
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