Abstract
Abstract Conservative estimates of the flexural-torsional buckling load for monosymmetric columns are often obtained by using the solution for a simple column with the length replaced by appropriate effective lengths for flexure and twist. This paper shows that this procedure is conservative for isolated straight columns.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
