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The concrete is a three phased material: aggregate particles, interfacial transitional zone (ITZ) and cement paste matrix (Nilsen and Monteiro 1993), the coarse aggregate is the strength framework of the plain concrete and it is the structure unit with highest strength, volume stability, durability and lowest cost in the most concrete (Özturan and Çeçen 1997; Beshr and Almusallam 2003).
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The parameters such as materials (aggregate type and fly ash), mix design method and reinforcement percentages are considered for evaluation of moment carrying capacity, deflection, and failure pattern.
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