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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
If the storey height is equal to length of RCC wall, the percentage increase in strength is

20
10
30

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

less than 12
more than 24
between 18 and 24
less than 18

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Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

center
upper part of the beam
anywhere
lower part of the 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

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

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

3 days
14 days
24 to 48 hours
7 days

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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

compressive stress
tensile stress
shear stress
bond stress

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