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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

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

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

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

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Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

20 m
30 m
60 m
45 m

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

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

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

partly compressive and partly tensile
compressive everywhere
tensile everywhere
zero

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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

150 mm
250 mm
100 mm
200 mm

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