Warping Torsion in Skew Supported Members

  • Curt F. Kollbrunner
  • Konrad Basler


Skew supported members in which Saint-Venant torsion is predominant were treated in Chapter 4. The same structural systems will now be analyzed under the assumption that the Saint-Venant torsionai resistance may be neglected and that only warping resistance need be considered. Intermediate systems for which the two types of torsion should be treated jointly will be discussed in Chapter 10.


Angular Displacement Lateral Load Support Region Torsional Moment Support Element 
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Copyright information

© Springer-Verlag Berlin Heidelberg 1969

Authors and Affiliations

  • Curt F. Kollbrunner
    • 1
    • 2
  • Konrad Basler
    • 3
  1. 1.Zollikon/ZurichSwitzerland
  2. 2.Institute for Engineering ResearchZurichSwitzerland
  3. 3.Basler & Hofmann Consulting EngineersZurichSwitzerland

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