Manuscript Number : IJSRSET184857
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.
Dr. S. S. Patil
Deep Beam, Web reinforcement,Strength, Code provisions, Design
Publication Details
Published in :
Volume 4 | Issue 8 | May-June 2018 Article Preview
Professor, Walchand Institute of Technology, Solapur, Maharashtra, India
O. R. Baghban
Research Scholar, ME(Structure) Walchand Institute of Technology, Solapur, Maharashtra, India
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
Journal URL :
https://ijsrset.com/IJSRSET184857