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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
250 KN/mm²
150 KN/mm²
200 KN/mm²

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

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

100 cm
300 cm
200 cm
150 cm

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
All of the listed here
Elastic shortening of concrete
Shrinkage of concrete

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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
3
2
5

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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

55°
35°
25°
45°

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