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RCC Structures Design

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

15 mm
10 mm
11 mm
12 mm

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
10
20
25

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

2
5
1
3

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Capital
Top of the column
Drop panel

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
150 kg/cm²
250 kg/cm²
350 kg/cm²

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

5 m
3 m
6 m
4 m

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