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(2) :-Dr. S. S. Patil, O. R. Baghban

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.

Authors and Affiliations

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

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

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Publication Details

Published in : Volume 4 | Issue 8 | May-June 2018
Date of Publication : 2018-06-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 122-128
Manuscript Number : IJSRSET184857
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

Cite This Article :

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
URL : http://ijsrset.com/IJSRSET184857

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