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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

50%
60%
40%
70 %

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

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Concrete Technology and Design of Concrete Structures
Modulus of rupture of concrete is a measure of

direct tensile strength
split tensile strength
compressive strength
flexural tensile strength

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Concrete Technology and Design of Concrete Structures
The minimum cover to the ties or spirals should not be less than

20 mm
50mm
15 mm
25 mm

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Concrete Technology and Design of Concrete Structures
Maximum percentage reinforcement in case of slabs is limited to

4
2
8
9

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement is provided on the i) bottom face in front counterfort ii) inclined face in front counterfort iii) bottom face in back counterfort iv) inclined face in back counterEort The correct answer is

(iii) and (iv)
(ii) and (iii)
(i) and (iv)
(i) and (ii),

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