1&2 Lecturer of Physics, Department of Applied Sciences, Yogananda College of Engineering and Technology, Jammu, India.
3 Professor, Department of Mathematics, NIILM University, Kaithal (Haryana), India.
Doi: 10.2016-28457823; DOI Link :: http://doi-ds.org/doilink/11.2020-76488885/
Columns are one of the vertical compression members of a structure used in building frames, and are liable to buckle and fail under relatively small axial loads. These are considerably longer in comparison with their lateral dimensions and hence buckle when the axial load approaches a certain critical value known as critical buckling load. In this paper, we present Laplace transform means for analysis of very long columns with low buckling axial loads, which is generally done by applying ordinary algebraic and calculus means.
Keywords: Euler’s theory, Laplace transform, Long Columns, buckling load.
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