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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

± 15% of average
± 10% of average
±20% of average
±5% of average

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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

0.13
0.12
0.15
0.14

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

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

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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

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

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Concrete Technology and Design of Concrete Structures
Modulus of rupture of concrete is a measure of

flexural tensile strength
compressive strength
direct tensile strength
split tensile strength

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Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.67 fy
0.37 fy
0.87 fy
0.57 fy

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