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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87
5.8
8.5
7.5

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
A plain ceiling
Acoustic insulation
All of these

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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

10
25
15
20

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Three times
Four times
Six times
Five times

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Replacing smaller bars by greater number of greater bars
Replacing larger bars by greater number of small bars
Decreasing the lever arm

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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
5 mm
4 mm
6 mm

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