Efficacy of IS code provisions for design of eccentrically loaded single angle compression members

Vivek, S.K. orcid.org/0000-0002-9592-7399, Dar, M.A. orcid.org/0000-0003-2782-9225 and Narayanan, S. orcid.org/0000-0003-2782-9225 (2024) Efficacy of IS code provisions for design of eccentrically loaded single angle compression members. Buildings, 14 (9). 2990. ISSN 2075-5309

Abstract

Metadata

Item Type: Article
Authors/Creators:
Copyright, Publisher and Additional Information:

© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).

Keywords: eccentrically loaded; bending; bolted connection; single angle; flexural-torsional buckling; strength; welded connection
Dates:
  • Published: 20 September 2024
  • Published (online): 20 September 2024
  • Accepted: 18 September 2024
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > School of Mechanical, Aerospace and Civil Engineering
Depositing User: Symplectic Sheffield
Date Deposited: 16 Oct 2024 10:42
Last Modified: 16 Oct 2024 10:42
Status: Published
Publisher: MDPI AG
Refereed: Yes
Identification Number: 10.3390/buildings14092990
Open Archives Initiative ID (OAI ID):

Export

Statistics