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RCC Structures Design

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

Four times
Two times
Five times
Three times

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

2.5 diameters
3.5 diameters
One diameter
3 diameters

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

Nil
150 kg/cm²
200 kg/m²
75 kg/m²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/60
WL²/30
WL²/15

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Thrice the diameter
Four times the diameter
Five times the diameter
Twice the diameter

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
15
20
25

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