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RCC Structures Design

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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

None of these
Twice the diameter of thinner bar
One diameter of thicker bar
One diameter of thinner bar

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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
14 cm²
15 cm²

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Weight of the soil above it
Its own weight
All listed here
Load of the surcharge, if any

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

15 %
25 %
10 %
20 %

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

18 bar diameters
30 bar diameters
12 bar diameters
24 bar diameters

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