Comparison of experimental strength of R. C. Deep beams Design by Various Country Codes with Respect to Deep Beam with different Percentage of Web Steel

Authors

  • Dr. S. S. Patil  Professor, Walchand Institute of Technology, Solapur, Maharashtra, India
  • O. R. Baghban  Research Scholar, ME(Structure) Walchand Institute of Technology, Solapur, Maharashtra, India

Keywords:

Deep Beam, Web reinforcement,Strength, Code provisions, Design

Abstract

This paper describe design of deep beams subjected to two equal point load with constant L/D ratio using code provisions of INDIAN STANDERD CODE (I.S.-456-2000), NEWZEALAND (NDS-3101-2006),CANADIAN(CSA-A23.3-2004.),CIRIA GUIDE-2(1977) and APPENDIX-A of ACI -318 {STRUT and TIE METHOD) for design purpose.Strength of these beams is compared with the deep beam designed using 0.15%,0.20% and 0.25% web steel. It is observed that the deep beam with 0.25% web steel is stronger with respect to all beams.

References

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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2018-06-30

Issue

Volume 4, Issue 8, May-June-2018

Section

Research Articles

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How to Cite

[1]
Dr. S. S. Patil, O. R. Baghban "Comparison of experimental strength of R. C. Deep beams Design by Various Country Codes with Respect to Deep Beam with different Percentage of Web Steel" International Journal of Scientific Research in Science, Engineering and Technology (IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 8, pp.122-128, May-June-2018.