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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

124 cm
80 cm
123 cm
120 cm

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 2800/3C
m = 1400/3C
m = 700/3C
m = 3500/3C

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a
D = 0.775 √a
D = 0.775 a
D = 0.775 a²

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

1
2
3
5

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Increased gradually towards the edge
Kept zero at the edge
Kept uniform throughout

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Increased at the centre of the beam
Kept constant throughout the length
Decreased towards the centre of the beam

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