Effects of Sections Shape on Performance of RCC Columns Under Concentric and Uniaxial-Eccentric Loading

Authors

  • Shafat Afzal Scholar, Department of Civil Engineering, RIMT University, Mandi Gobindgarh, Punjab, India Author
  • Brahamjeet Singh Assistant Professor, Department of Civil Engineering, RIMT University, Mandi Gobindgarh, Punjab, India Author

Keywords:

RCC columns, Concentric loading, Eccentric loading, Buckling, Beam column

Abstract

 This project's main goal was to determine  which column cross sectional form can hold the highest weight under various loading circumstances. Concentric and eccentric loads with uniaxial bending were applied.  The subsequent case employed 50mm and 75mm  eccentricity to one of the axes. This project's goal was to  determine the greatest load-bearing cross sectional form of  a thin column. 18 shaped columns were made for this  purpose. Six square columns, six circular columns, and six  hexagonal columns. All columns had the same cross  section area, length,weight, and reinforcing %. The  columns were then tested on a loading frame to see which form would withstand the highest weight under concentricand eccentric loading conditions. 

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References

. Danish Irfan, “Study of behaviour of reinforced columns under eccentric loading” © IJIRT ISSN: 2455-08765 [2]. Hany A. Kottb,naseer F. EI-Shafi, “Behavior of high strength concrete columns under eccentric loads” Housing and building National research centre

. Firoz Nadaf, “Behavior of slender column subjected to eccentric loading” ©

.ISSN:2394-3696 VOLUME 2, ISSUE 4, APR-2015 [5].Chengshun Xu, Liu Jin, “Size effect tests of high strength RC columns under eccentric loading” ISSN: 2568-3267 [6]. Katelyn E. Shipp, “ Strength of shapes” © J0227 [7]. Emad El-Sayed Etman. Experimental study on the slender rectangular columns vunder eccentric loading” Department of Structural Engineering

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Published

2022-04-30

Issue

Vol. 9 No. 2 (2022): International Journal of Innovative Research in Engineering & Management (April )2022

Section

Articles

How to Cite

Effects of Sections Shape on Performance of RCC Columns Under Concentric and Uniaxial-Eccentric Loading . (2022). International Journal of Innovative Research in Engineering & Management, 9(2), 472–477. Retrieved from https://acspublisher.com/journals/index.php/ijirem/article/view/11094