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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
3 m
6 m
5 m

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

30
40
35
45

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/7th of the span
1/6th of the span
1/5th of the span

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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

17 cm²
14 cm²
16 cm²
15 cm²

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

52.5
51.5
53.5
54.5

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
All listed here
Below the slab
Within the flange

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