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Diseño de Zapata Combinada 50x50 by Jefferson Potosí Toledo is a document available to read on EtoBox.

The rectangular combined footing has column loads of 130 tons and 165 tons. The required footing area is 29.5 sqm with dimensions of 4.1m x 7.2m. Shear and moment checks show the design satisfies code requirements. Reinforcement details are provided for primary, secondary, and two-way shear reinforcement.

Author

Jefferson Potosí Toledo

Language

EN