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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Bulking of sand is maximum if moisture content is about

7%
5%
4%
6%

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Concrete Technology and Design of Concrete Structures
If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to

xc
Tv + Tc
xv

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Concrete Technology and Design of Concrete Structures
To determine the modulus of rupture, the size of test specimen used is

100 x100 x500 mm
150 x150 x500 mm
100 x100 x700 mm
150 x150 x700 mm

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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)

0.37 fy
0.57 fy
0.67 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.33
0.5
1
0.75

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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
2xl06N/cm²
20 kN/cm²
200kN/mm²

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