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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Prestress loss due to friction occurs

only in post-tensioned beams
only in pretensioned beams
None of these
in both post-tensioned and preten-sioned beams

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Concrete Technology and Design of Concrete Structures
Workability of concrete is inversely proportional to

size of aggregate
time of transit
the air in the mix
vater-cement ratio

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Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

dependent on grade of concrete also
0.45 d
0.40 d
0.35 d

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Concrete Technology and Design of Concrete Structures
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than

40 mm
60 mm
45mm
50 mm

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

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

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Concrete Technology and Design of Concrete Structures
The recommended value of modular ratio for reinforced brick work is

40
88
35
99

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