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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
40 cm
75 cm

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.5
2.0
3.0
1.0

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R + T
√(R² + T²)
T - R
R - T

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
55°
35°
45°

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

Nil
200 kg/m²
75 kg/m²
150 kg/cm²

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
10 %
15 %
20 %

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