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1. The footing is designed to be 1.45m x 1.45m x 0.25m thick to support an axial load of 245kN on a 0.3m x 0.3m column. 2. Shear checks are performed and the minimum thickness of 0.25m governs. 10mm diameter bars at 150mm c/c are provided in both directions. 3. Flexural reinforcement of 9 bars is designed to resist the factored bending moment of 41.95kNm at the column face. The development length of the bars is sufficient.

Author

Anil kumar R

Language

EN