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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Provided both on inner and front faces
Provided only on front face
Provided only on inner face
Not provided

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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
0.75 - 0.80
0.85 - 0.92
Above 0.92

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Concrete Technology and Design of Concrete Structures
In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

200 mm
150 mm
100 mm
250 mm

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Concrete Technology and Design of Concrete Structures
A T-shaped retaining wall mainly conssits of

one cantilever
four cantilevers
two cantilevers
three cantilevers

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

4%
2 %
8 %
6 %

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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
wholly parabolic
rectangular above neutral axis and parabolic below neutral axis

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