RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)

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RCC Structures Design
The self-weight of the footing, is

Not considered for calculating the upward pressure on footing
Both (b) and (c)
Also considered for calculating the upward pressure on footing
Not considered for calculating the area of the footing

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