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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

50%
70%
60%
40%

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

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

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

wholly parabolic
wholly rectangular
rectangular above neutral axis and parabolic below neutral axis
parabolic above neutral axis and rectangular below neutral axis

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Concrete Technology and Design of Concrete Structures
The compressive strength of 100 mm cube as compared to 150 mm cube is always

less
more
None of these
equal

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Concrete Technology and Design of Concrete Structures
In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always

compressive
tensile or compressive
tensile
zero

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Concrete Technology and Design of Concrete Structures
Cube strength of controlled concrete to be used for pretensioned and post-tensioned work respectively should not be less than

42 MPa and 53 MPa
53 MPa and 42 MPa
42 MPa and 35 MPa
35 MPa and 42 MPa

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