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RCC Structures Design

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/7th of the span
1/4th of the span
1/5th of the span

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm
10 mm
12 mm
11 mm

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

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

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
4 mm
6 mm
7 mm

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

4 m
6 m
3 m
5 m

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RCC Structures Design
An under-reinforced section means

Steel provided on one face only
Steel is provided at the underside only
Steel will yield first
Steel provided is insufficient

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