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RCC Structures Design

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

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

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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
5WR²/16
WR²/16
3WR²/16

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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

WL²/16
WL/8
WL²/24
WL²/47

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Was widely used in earlier days
None of these
Is economical for large spans and is adopted now a days

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
15
25
10

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To provide high bond stresses
To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends

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