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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Using thinner bars but more in number
Providing shear reinforcement
Increasing the depth
Using high strength steel

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Concrete Technology and Design of Concrete Structures
For the design of retaining walls, the minimum factor of safety against overturning is taken as

2
1.5
3
2.5

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the front face in one direction
the inner face in one direction
the front face in both directions
the inner face in both directions

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Concrete Technology and Design of Concrete Structures
For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

more than 1 m
600 mm
750 mm
900 mm

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Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.75 - 0.80
0.85 - 0.92
Above 0.92
0.75 - 0.80

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±5% of average
±20% of average
± 10% of average
± 15% of average

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