Abstract:
An experimental investigation of the shear strength of Higher – Strength concrete beams was conducted. Six beams without web reinforcement were designed in accordance with provision of ACI 318-05. The beams were designed in such a manner that they should fail in shear. Primary design variables were concrete compressive strength and shear span to depth ratio. Concrete with compressive strength varying from 6,000 to 10,000 psi was used in these specimens. Shear reinforcement was not provided. Results of the investigations were tabulated for the comparisons and analysis with other studies.
