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RCC Structures Design

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

2.5 diameters
3 diameters
One diameter
3.5 diameters

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

10 legged
6 legged
12 legged
8 legged

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

5 m
6 m
4 m
3 m

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RCC Structures Design
A pre-cast pile generally used, is

Square
Circular
Octagonal
Square with corners chamfered

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

16
12
10
8

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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

Six times
Five times
Three times
Four times

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