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The predictive performance of the proposed steel fiber reinforced (steel fiber reinforced concrete (SFRC)) concrete beam shear strength model based on the main parameters. (a) Beam Width (b) Beam depth (c) Longitudnal Reinforcement (d) Span-to-Depth Ratio (e) Concrete Copmressive Strength (f) Fiber Volume (g) Fiber Tensile Strength (h) Diameter of Aggregate.
