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3. Effect of longitudinal tensile reinforcement ratio and shear span–depth ratio on minimum shear reinforcement in beams;Lee;ACI Struct J,2008
4. ACI Commettee 318. Building code requirements for structural concrete (ACI 318M–08) and commentary. Farmington Hills, MI: American Concrete Institute; 2008.
5. Beam shear strength prediction by analysis of existing data;Zsutty;ACI J,1968