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

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RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in concrete × area of concrete + Stress in steel × area of steel
Stress in concrete × area of concrete
None of these
Stress in steel × area of steel

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