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Concrete Technology and Design of Concrete Structures

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

shear stress
bond stress
compressive stress
tensile stress

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

70 %
60%
50%
40%

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 1.5
1.5 and 2.2
2.2 and 2.2
1.5 and 1.5

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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
Above 0.92
0.75 - 0.80
0.85 - 0.92

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

both tensile
both compressive
compressive and tensile
tensile and compressive

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

wholly rectangular
parabolic above neutral axis and rectangular below neutral axis
rectangular above neutral axis and parabolic below neutral axis
wholly parabolic

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