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Concrete Technology and Design of Concrete Structures

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

14 days
7 days
3 days
24 to 48 hours

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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
0.14
0.15
0.13

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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
1.5 and 1.5
2.2 and 2.2

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

lower part of the beam
upper part of the beam
anywhere
center

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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 18
between 18 and 24
less than 12
more than 24

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Concrete Technology and Design of Concrete Structures
Modulus of elasticity of steel as per IS : 456-1978 shall be taken as

20 kN/cm²
200 kN/cm²
2xl06N/cm²
200kN/mm²

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