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RCC Structures Design

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

3 m
5 m
6 m
4 m

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
The slab is discontinuous at edges
The ratio of spans in two directions is less than 2
It supports live loads in both directions

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

6 legged
10 legged
8 legged
12 legged

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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

1
5
2
3

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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
Piles are usually driven by

All listed here
Single acting steam hammer
Drop hammer
Diesel operated hammer

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