RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout

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

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

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RCC Structures Design
If the depth of actual neutral axis of a doubly reinforced beam

Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously
All listed here
Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier
Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier

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