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RCC Structures Design

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

4 m
3 m
6 m
5 m

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
16
8
12

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
20 %
10 %
15 %

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RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight
12% of wall weight
7% of wall weight
10% of wall weight

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is not cohesive
Is free from moisture
Is dry

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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

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

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