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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

20 mm
10 mm
15 mm
25 mm

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
To provide high bond stresses

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RCC Structures Design
Pick up the true statement from the following:

Plain ceiling provides the best property diffusing light
In the absence of beams, it is easier to paint
In the absence of beams, it is easier to install piping
All listed here

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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

WL²/60
WL²/30
WL²/15
WL²/90

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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

2
2.5
Less than 2.5
Less than 2

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
28 d
38 d
58 d

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