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This document summarizes the design of reinforcement bars in a concrete beam. It determines that 2-20mm diameter bars can be curtailed at a distance of 978mm from the support. The bars should be extended 342mm past the curtailment point, resulting in a bar curtailment location of 630mm from the support. It then checks that the 20mm bar size is adequate based on limitations for bond stress and development length. Finally, it specifies providing 90 degree bends with 240mm of extension for bars continuing over
- Author
- BaharulHussain
- Language
- EN