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RCC Structures Design

RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
WR²/16
3WR²/16
5WR²/16

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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

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

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Six times
Four times
Three times

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is not cohesive
All listed here
Is dry

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

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

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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°
45°
25°
35°

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