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In this video, the design of a combined footing with two columns is discussed. Column A has dimensions of 300x300 mm and carries a load of 300 kilo newtons, while column B is 400x400 mm and carries a load of 400 kilo newtons. Column A is near the edge, 0.42 meters from the property line. The soil bearing capacity is 150 kilo newtons per meter square. M20 concrete and Fe 500 steel are used. The center-to-center spacing of the columns is 2.5 meters. Now, let's begin with the solution.