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Concrete Technology and Design of Concrete Structures

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
0.57 fy
0.67 fy
0.37 fy

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

both compressive
both tensile
compressive and tensile
tensile and compressive

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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

3
2.5
2
1.5

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Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Using high strength steel
Increasing the depth
Providing shear reinforcement
Using thinner bars but more in number

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

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

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

one end fixed and other end free
one end fixed and other end hinged
both ends hinged
both ends fixed

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