RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/4
M = pb (b + a)/8
M = pb (b + a)/8
M = pb (c - a)/4
M = pb (b - a)²/8

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RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

24 diameters from the centre of the column
42 diameters from the centre of the column
42 diameters from the outer edge of the column
42 diameters from the inner edge of the column

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