Analysis and Design of R.C. Deep Beams Using Code Provisions of Different Countries and Their Comparison
Sudarshan D. Kore1, S.S.Patil2
1Sudarshan D. Kore, Department of Civil Engineering, Bhivarabai Savant College of Engineering and Research, Narhe, Pune Maharastra, India.
2S.S.Patil, Professor & Head, Department of Civil Engineering, Bhivarabai Savant College of Engineering and Research, Narhe, Pune, Maharastra, India.
Manuscript received on January 19, 2013. | Revised Manuscript received on February 09, 2013. | Manuscript published on February 28, 2013. | PP: 166-169 | Volume-2 Issue-3, February 2013. | Retrieval Number: C0994022313/2013©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: This paper describes analysis and design of deep beams subjected to two equal point loads acting 1/3/rd of span with different L/D ratios and codes referred were 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. The parameters obsevered were Lever Arm, Theoretical steel required and strength of deep beam.
Keywords: Deep Beam, Finite, Strength, Code provisions, Design.