JCE_V6_N2_RP3 S. Sesha Phani T. Seshadri Sekhar Journal on Civil Engineering 2249 - 0779 6 2 13 18 Hybrid Fibres, Load Deflection Characteristics, Flexure Behaviour In this experimental study, attempts have been made to observe the suitability of high strength self compacting concrete slabs of grade M100 with and without Glass and Steel fibers. Experimental investigations were carried out on ultimate load and load deflection characteristics of the slab. Self Compacting Concrete Slabs were cast with varying percentage of steel fibers from 0% to 1.5% and glass fibers of 0% and 0.03% of sizes (S.Sesha Phani,et.al.,2015)1400X1200X100 mm were casted These specimens were tested for ultimate load and load-deflection characteristics,and failure characteristics is seen after 56 days curing. It has been observed that, the presence of higher percentages of steel fibers, an improvement in the failure behaviour is seen. Also, with the addition of glass fibers, the load carrying capacity is increased along with the prevention of the development of multiple cracks and micro cracks. March - May 2016 Copyright © 2016 i-manager publications. All rights reserved. i-manager Publications http://www.imanagerpublications.com/Article.aspx?ArticleId=5938