Study of Change in Width to Depth Ratio of RCC Beam in Shear for M-25 Grade of Concrete

Authors

  • Hanif Khan M.Tech. Scholar, Department of Civil Engineering, RSR Rungta College of Engineering & Technology, Bhilai, India
  • Lokesh Singh Associate Professor, Department of Civil Engineering, RSR Rungta College of Engineering & Technology, Bhilai, India

DOI:

https://doi.org/10.47607/ijresm.2020.422

Keywords:

Shear, Width/Depth ratio

Abstract

In this study focused member with typically b/d ratio of members once a parameter of depth constant and another parameter is width constant. Additional consideration should be given to member having b/d ratio of about its analyzing and designing resistivity, which are also representative of wide beams used in industry. Each of these geometric relationships should be considered in the context of member with web reinforcement.

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Published

23-12-2020

Issue

Vol. 3 No. 12 (2020)

Section

Articles

License

Copyright (c) 2020 Hanif Khan, Lokesh Singh

Creative Commons License

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

How to Cite

[1]
H. Khan and L. Singh, “Study of Change in Width to Depth Ratio of RCC Beam in Shear for M-25 Grade of Concrete”, IJRESM, vol. 3, no. 12, pp. 127–131, Dec. 2020, doi: 10.47607/ijresm.2020.422.