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This paper explains the flexural analysis of beams according to Section 8 of IRC: 112 on ultimate limit states. It covers stress blocks, design of rectangular, T, and doubly reinforced beams. The average stress approach is introduced to simplify calculations for higher grade concretes. Formulas are derived to determine the average stress factor and centroid of the compressive force based on the concrete grade. Worked examples of designing and checking beams are provided.

Author

ravi kumar

Language

EN