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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Maximum percentage reinforcement in case of slabs is limited to

8
2
9
4

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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

0.85 - 0.92
0.75 - 0.80
Above 0.92
0.75 - 0.80

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Concrete Technology and Design of Concrete Structures
Diagonal tension in a beam

Remains same
Is maximum at neutral axis
Increases below the neutral axis and decreases above the neutral axis
Decreases below the neutral axis and increases above the neutral axis

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

both ends fixed
one end fixed and other end free
one end fixed and other end hinged
both ends hinged

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Concrete Technology and Design of Concrete Structures
If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the beam is called

None of these
under-reinforced beam
over-reinforced beam
balanced beam

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

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

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