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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
5 cm to 8 cm
3 cm to 5 cm
8 cm to 10 cm

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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

0.7
0.9
0.2
0.8

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe in shear
Needs revision of section
Is safe with stirrups and inclined bars
Is safe with stirrups

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8
All listed here
Circular columns is 6
Rectangular columns is 4

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
3 diameters
2.5 diameters

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Rise
Tread
Flight

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