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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.37 fy
0.67 fy
0.57 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
The purpose of reinforcement in pre-stressed concrete is

All of these
To impart initial compressive stress in concrete
To provide adequate bond stress
To resist tensile stresses

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Concrete Technology and Design of Concrete Structures
The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than

0.12
0.13
0.14
0.15

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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

Above 0.92
0.75 - 0.80
0.75 - 0.80
0.85 - 0.92

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

tensile stress
compressive stress
shear stress
bond stress

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Concrete Technology and Design of Concrete Structures
Workability of concrete is directly proportional to

Time of transit
Grading of the aggregate
All of above
Aggregate cement ratio

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