IJERT-EMS
IJERT-EMS

Study on the Behaviour of Rectangular Column with Unequally Spaced Longitudinal Reinforcement


Study on the Behaviour of Rectangular Column with Unequally Spaced Longitudinal Reinforcement
Authors : Preekanth Lloyd Dsouza, Subrahmanya R. M, B. G Naresh Kumar
Publication Date: 03-07-2015

Authors

Author(s):  Preekanth Lloyd Dsouza, Subrahmanya R. M, B. G Naresh Kumar

Published in:   International Journal of Engineering Research & Technology

License:  This work is licensed under a Creative Commons Attribution 4.0 International License.

Website: www.ijert.org

Volume/Issue:   Volume. 4 - Issue. 07 , July - 2015

e-ISSN:   2278-0181

 DOI:  http://dx.doi.org/10.17577/IJERTV4IS070100

Abstract

Resisting moment or ultimate moment carrying capacity is criterion which gives strength to the column section against bending. The importance of ultimate moment carrying capacity can be studied and understood by limiting strain diagram and interaction curve diagram. The interaction curve will be obtained by fixing the neutral axis at different distances inside as well as outside the section column from the edge of the column. The stress and strain exerted on the each row of the bars are calculated. The values of ultimate load (Pu) and ultimate moment (Mu) capacities are obtained and taken along Y axis and X axis respectively.

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