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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 diameters
3.5 diameters
One diameter

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RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
Nil
75 kg/m³
200 kg/cm²

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
25 %
20 %
15 %

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

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C²
2800/C
2300/2C

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Five times
Four times
Two times
Three times

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