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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
10% of wall weight
5% of wall weight
12% of wall weight

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

30 cm
20 cm
40 cm
75 cm

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
2R + T = 30
R + 2T= 30

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
3.5 diameters
One diameter
2.5 diameters

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

16 cm²
17 cm²
15 cm²
14 cm²

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
Is not cohesive
Is free from moisture
All listed here

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