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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
Less than 2.5
Less than 2
2.5

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
40 cm
75 cm

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
None of these
Simply supported beam
Continuous beam

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

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

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L
0.207 L
0.307 L
0.107 L

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length
No decay due to termites
All of these
Higher bearing capacity

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