Interaction graphs for steel circular sections subjected to shear force with bending and twisting
DOI:
https://doi.org/10.3989/ic.1994.v46.i432.1124Abstract
Interaction graphs are extensively used as a tool for designing prismatic member sections subjected to several combined stresses. Fora long time, sets of these graphs are available in building technologies: reinforced concrete, steel and composite sections, under various stresses. This paper shows the formulation for obtaining the graphs corresponding to simultaneously bent and twist steel circular sections with shear force. In particular, a detailed analysis of the interaction limit surface is made for those stresses over the above cited sections.
Downloads
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 1994 Consejo Superior de Investigaciones Científicas (CSIC)

This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.