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What is A New Approach To Shear Design of Slender Reinforced Concrete Members about?

This paper introduces a new method for assessing the shear capacity of slender reinforced concrete members lacking transverse reinforcement, emphasizing the role of bending moments in enhancing shear resistance. The proposed approach considers the formation of critical shear cracks and validates its predictions against experimental data, demonstrating improved accuracy over existing models. The findings suggest that the interaction between bending moments and shear forces significantly influences the shear

Author

Franklin Rojas

Language

EN