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RCC STRUCTURES DESIGN

RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be uniform
Be zero at the centre of the foundation
Be more at the edges of the foundation

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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
Thickness of the stem is kept same throughout
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Footing
Strip
Raft

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d - n)/n
mc/t = (d - n)/n
mc/t = n/(d - n)
t/mc = (d + n)/n

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Continuous beam
Cantilever beam
Simply supported beam

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