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Results of an experimental investigation of structural response of Shear failure is generally brittle in concrete structures. shear beams made of a special class of cementitious composites, Examples of concrete structural failure related to shear referred to as engineered cementitious composites (ECCs), are reloading include bridge deck punching failure [4], corported. ECCs are designed with tailored material structure and have bel failure [5], anchor bolt pull-out [6], and segmental been shoum to exhibit pseudo strain-hardening tensile behavior. The bridge shear key failure [7]. A goal of the work preimproved performance in shear over conventional plain, fiber-sented here is to modify the brittle failure mode by reinforced, and wire mesh reinforced concrete is demonstrated. It is taking advantage of the unique material behavior of suggested that ECCs can be utilized for structural applications ECCs. There has been a lot of research into the use of where superior ductility and durability performance are desired,