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RCC Structures Design

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/24
WL²/47
WL²/16
WL/8

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[(r - m)/m] d
[m/(m - r)] d
[m/(m + r)] d

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
12 cm to 15 cm
10 cm to 12 cm
8 cm to 10 cm

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

4 m
5 m
3 m
6 m

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Thrice the diameter
Twice the diameter
Five times the diameter

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