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RCC Structures Design

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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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

WL²/24
WL²/47
WL²/16
WL/8

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

10
12
16
8

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Paraboloid
Semi-hemisphere
None of these

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m - r)] d
[(m + r)/m] d
[(r - m)/m] d
[m/(m + r)] d

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.8
0.2

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