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This document summarizes the flexural analysis and behavior of reinforced concrete beams under bending. It describes three stages of behavior: (1) uncracked concrete stage where the entire cross-section resists bending, (2) cracked-elastic stage where cracks form and steel resists tension, and (3) cracked-ultimate stage where steel yields. It provides equations to calculate cracking moment and stresses using the transformed section method. Examples are given to demonstrate calculating stresses, cracking mom

Author

Hussain Al Amer

Language

EN