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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

6.0 to 8.5
2.0 to 3.5
5.0 to 7.0
3.5 to 5.0

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

tensile and compressive
both tensile
both compressive
compressive and tensile

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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
0.87 fy
0.67 fy

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
greater than 2
between 1 and 1.5
less than 1

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

3 days
14 days
24 to 48 hours
7 days

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

about 1.0 N/mm²
about 0.1 N/mm²
zero
0.3 N/mm² to 0.7 N/mm²

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