Copyright © 2025 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

@article{148539,
        author = {Mahendra Mane and Neerajkumar Dubey},
        title = {Buckling Modes and Load Carrying Capacity of Cold Formed Steel Section in Compression for Different Length.},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {6},
        number = {3},
        pages = {1-3},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=148539},
        abstract = {CFS Section is widely used in structural system. As we know that the CFS is light gauge steel section. Also cold formed steel sections are economic due to its low weight than the hot rolled section. There is need of checking buckling behavior of cold formed section. So, economic section can develop by considering these different conditions. For this study buckling mode is observed for different length by keeping section thickness and cross section constant. Also the load carrying capacity is calculated by using abaqus software for different length of section.   },
        keywords = {CFS, Compression, Load carrying capacity, Folded Flange, Buckling Mode, Abaqus, etc.},
        month = {},
        }