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Reinforced concrete members with circular cross-sections are commonly used in structural and geotechnical engineering. The analysis of bending moment capacity is more complex for circular cross-sections compared to rectangular cross-sections. This study presents simplified methods to evaluate the bending moment resistance of reinforced concrete members with circular cross-sections. The analyses show that the design bending moment capacity determined using the proposed approach closely matches results from m

Author

Abhishek Kumar

Language

EN