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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
150 KN/mm²
275 KN/mm²
200 KN/mm²

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

3 m
6 m
5 m
4 m

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Five times
Two times
Three times

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A rib
A cut-off wall
A key

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

6 legged
8 legged
10 legged
12 legged

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Remains within the flange
Remains below the slab
Coincides the geometrical centre of the beam

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