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Concrete Technology and Design of Concrete Structures

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

30 m
45 m
60 m
20 m

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Concrete Technology and Design of Concrete Structures
Workability of concrete is inversely proportional to

time of transit
vater-cement ratio
the air in the mix
size of aggregate

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

2 %
6 %
4%
8 %

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Concrete Technology and Design of Concrete Structures
Increase in the moisture content in concrete

does not change the strength
increases the strength
All of these
reduces the strength

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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

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

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Concrete Technology and Design of Concrete Structures
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)

wR/2d
wR/d
2wR/d
wR / 4d

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