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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
45
40

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL/8
WL²/47
WL²/16
WL²/24

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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

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

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
2h/3
h/3
h/4

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

Three times
Four times
Two times
Five times

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

Nil
150 kg/m²
200 kg/cm²
75 kg/m³

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