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What is Shear Design of Reinforced Beams about?
This document summarizes the limit state design of beams for flexure. It defines three failure states for beam sections: (1) tension failure in under-reinforced sections where steel yields before concrete reaches its strain limit, (2) compression failure in over-reinforced sections where concrete fails first before steel yields, and (3) balanced failure where steel yields and concrete reaches its strain limit simultaneously. Equations are provided to calculate the moment capacity for each failure state in t
- Author
- Mahlet Eshetu
- Language
- EN