Thin walled C-Sectional Beam under Axial Load
D. Mahesh Kumar1, N.Madhavi2, Muttangi Sushma3
1D. Mahesh Kumar*, Assistant Professor in Department of Aeronautical Engineering, MLR Institute of Technology Hyderabad.
2N.Madhavi, Associate Professor in Department of Aeronautical Engineering, MLR Institute of Technology Hyderabad.
3Muttangi Sushma, Assistant Professor in Department of Aeronautical Engineering, MLR Institute of Technology Hyderabad
Manuscript received on December 13, 2019. | Revised Manuscript received on December 23, 2019. | Manuscript published on January 10, 2020. | PP: 498-499 | Volume-9 Issue-3, January 2020. | Retrieval Number: C8512019320/2020©BEIESP | DOI: 10.35940/ijitee.C8512.019320
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Ab A thin walled c- section beam is subjected under axial load. The influence of axial load is studied for different critical load conditions. For solid beams the formulation is also applied along with the theory of coupled of flexure and torsion of straight beams. for the critical load values 10,12.5,15,17.5,20. The differential conditions are demonstrated to be especially appropriate for investigation in the recurrence space utilizing a state variable methodology numerical is done to uncover the impact of the pivotal burden in a few limit conditions. A streamlined hypothesis, which bars the examination the distorting requirements, is displayed prompting an increasingly basic hypothesis that is utilized for correlation purposes in this venture.
Keywords: Axial Load, Critical loads, Structure, Thin Walled Beams.
Scope of the Article: Concrete Structures