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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
45°
35°
55°

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

12
10
16
8

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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 diameter of a bar used in a ribbed slab, is

6 mm
20 mm
12 mm
22 mm

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

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
30°
60°
None of these

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