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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Approximate value of shrinkage strain in concrete, is

0.003
3.0E-5
0.0003
0.03

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

2 %
4%
6 %
8 %

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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)

0.87 fy
0.37 fy
0.57 fy
0.67 fy

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Concrete Technology and Design of Concrete Structures
The relation between modulus of rupture fcr, splitting strength fcs and direct tensile strength fcl is given by

fc5>fcr>fC
fcr
tcr – rcs = tct
fcr>fcs>fc.

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Concrete Technology and Design of Concrete Structures
For the design of retaining walls, the minimum factor of safety against overturning is taken as

2.5
1.5
2
3

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Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.573 xu
0.446 xu
0.367 xu
0.416 xu

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