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This paper introduces a mathematical model for the optimal cost design of reinforced-concrete strap combined footings under biaxial bending, utilizing a genetic algorithm. The methodology involves determining the smallest ground contact area and minimizing costs while adhering to ACI standards for structural calculations. The model is versatile, applicable to various footing shapes, and aims to eliminate trial-and-error practices in design, providing a comprehensive approach to cost-effective foundation sol

Author

syed shabab alam

Language

EN