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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Not provided
Provided both on inner and front faces
Provided only on inner face
Provided only on front face

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

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

70%
50%
40%
60%

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

more than 24
less than 12
less than 18
between 18 and 24

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Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

45 m
30 m
60 m
20 m

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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)

0.67 fy
0.87 fy
0.37 fy
0.57 fy

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