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This document discusses the design of a doubly reinforced concrete beam. It provides calculations to determine the required steel reinforcement in different sections of the beam based on bending moment diagrams. The maximum bending moment is calculated to be 0.59 times the yield moment of the section. It is determined that two #4 bars are needed to cover half the depth in one node, while two #6 bars totaling 5.7 square inches of steel are sufficient as the minimum reinforcement.

Author

felipe

Language

EN