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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

10 mm
25 mm
20 mm
15 mm

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
120 cm
100 cm
50 cm

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is over safe in shear
Needs redesigning
Is unsafe in shear
Is safe in shear

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 6
Less than 6
Equal to 7
Not less than 6

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment
Maximum shear force
Maximum bending moment
Minimum shear force

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

1
3
5
2

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