Analysis and Design of R.C. Deep Beams by Using Newzealand Code and Comparison with Experimental Results Using Strain Gauges
Sudarshan D. Kore1, S.S. Patil2
1Sudarshan D. Kore, Department of Civil Engineering, Bhivarabai Savant College of Engineering and Research, Narhe, Pune, Maharastra, India.
2Prof. S.S. Patil, Professor & Head, Department of Civil Engineering, Walchand Institute of Technology, Solapur Maharastra, India.
Manuscript received on January 19, 2013. | Revised Manuscript received on February 04, 2013. | Manuscript published on February 28, 2013. | PP: 655-660 | Volume-2 Issue-3, February 2013.  | Retrieval Number: C1072022313/2013©BEIESP

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Abstract: This paper describes analysis and design of beams subjected to two points loading with three different L/D ratios using non linear finite element analysis. The codes used were I.S.456-2000, NEWZEALAND, CANADIAN, CIRIA GUIDE2(1977) and ACI 318 are used for design purpose, to plot the variation of flexural stress, strains and shear stress in deep beam.
Keywords: Deep Beam, Code provisions, Strain, Stress etc.