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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
2WR²/16
Zero
WR²/16

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

6 m
5 m
4 m
3 m

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
18 bar diameters
12 bar diameters
24 bar diameters

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
6 mm
12 mm
10 mm

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
150 kg/cm²
75 kg/m²

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
6 mm
22 mm
20 mm

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