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RCC Structures Design

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

2.5 diameters
3.5 diameters
One diameter
3 diameters

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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

35°
55°
45°
25°

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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

5
2
1
3

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Breadth of the rib
Centre to centre distance between T-beams
Overall thickness of the rib

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
3 cm to 5 cm
5 cm to 8 cm
12 cm to 15 cm

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

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

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