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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
25 kg/cm²
20 kg/cm²
15 kg/cm²

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

5.0 cm larger than the diameter of the column
0.25 times the span length
0.25 times the diameter of the column
4.0 cm larger than the diameter of the column

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RCC Structures Design
A pre-cast pile generally used, is

Octagonal
Circular
Square with corners chamfered
Square

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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 uniform throughout
Kept zero at the edge

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RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
Nil
75 kg/m³
200 kg/cm²

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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

2
5
3
1

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