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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.75 - 0.80
Above 0.92
0.75 - 0.80
0.85 - 0.92

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

flexural tensile strength
split tensile strength
compressive strength
direct tensile strength

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed by i) maximum bending moment ii) shear force iii) punching shear The correct answer is

(i), (ii) and (iii)
(i) and (ii)
only (i)
(i) and (iii)

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Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

5% less
10% more
5% more
10% less

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

decreased by 25% for bars in compression
increased by 25% for bars in compression
increased by 10% for bars in compression
decreased by 10% for bars in compression

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

does not depend on diameter of bar
decreases with increase in diameter of bar
None of these
increases with increase in diameter of bar

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