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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
2.5 diameters
3 diameters
3.5 diameters

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Strip
Raft
Strap

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

150 kg/m²
200 kg/cm²
Nil
75 kg/m³

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
0.87
8.5
7.5

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

10 mm
7.5 mm
15 mm
5 mm

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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

WL²/16
WL²/24
WL²/47
WL/8

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