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RCC Structures Design

RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
15 mm
10 mm
7.5 mm

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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

30°
60°
None of these
45°

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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
WL²/24
WL²/47
WL²/16

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
2
2.5
Less than 2.5

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

200 kg/cm²
150 kg/m²
Nil
75 kg/m³

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
High strength concrete only
Low strength concrete only
Low strength concrete but high tensile steel

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