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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
4 mm
5 mm
6 mm

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel
Low strength concrete only

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.2
0.9
0.7

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

5 m
6 m
3 m
4 m

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Single acting steam hammer
Drop hammer
All listed here

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
50
30
40

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