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The document provides information to calculate the maximum axial load capacity, eccentricity at balance strain condition, and moment capacity of a reinforced concrete column. The maximum axial load capacity is calculated to be 2455.533 kN. The eccentricity at balance strain condition is calculated to be 219.828 mm. The moment capacity about the strong axis when tension steel strain is 200% of yield is solved by calculating forces in the steel and concrete and is not explicitly stated in the provided in

Author

Rey Dominique Villar

Language

EN