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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
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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.

Dr. S. S. Patil, O. R. Baghban

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 Print ISSN Online ISSN
2018-06-30 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
122-128 IJSRSET184857   Technoscience Academy

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.
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