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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load only
Dead load + fraction of live load
Dead load + live load
Live load + fraction of dead load

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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
30
10

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Concrete Technology and Design of Concrete Structures
A higher modular ratio shows

higher tensile strength of steel
lower compressive strength of concrete
lower tensile strength of steel
higher compressive strength of con-crete

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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
less than 12
more than 24
between 18 and 24

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Concrete Technology and Design of Concrete Structures
Most common method of prestressing used for factory production is

Lee-Macall system
Magnel-Blaton system
Long line method
Freyssinet system

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