Skew bending: Present state of the subject
DOI:
https://doi.org/10.3989/ic.1970.v22.i217.3610Abstract
A brief report is made of present available methods for the practical design calculation of reinforced concrete sections subjected to skew bending with compression, assuming methods of calculation based on ultimate strength capacity.
Downloads
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 1970 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.
