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The document presents an analytical method for calculating stresses under rectangular footings subjected to biaxial bending. It summarizes existing numerical and graphical solutions, then derives explicit solutions for different scenarios where corners of the footing may detach from the soil. When three corners are detached, explicit solutions are presented for stresses and neutral axis location in terms of load and eccentricity. When two corners are detached, a quadratic equation is derived containing the
- Author
- Aldo Jesús Casanova Linares
- Language
- EN