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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load only
Dead load + live load
Live load + fraction of dead load
Dead load + fraction of live load

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

greater than 2
between 1 and 1.5
less than 1
between 1.5 and 2.0

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Concrete Technology and Design of Concrete Structures
Approximate value of shrinkage strain in concrete, is

0.003
3.0E-5
0.03
0.0003

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.15% to 2%
0.8% to 6%
0.8% to 4%
0.8% to 8%

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Concrete Technology and Design of Concrete Structures
To determine the modulus of rupture, the size of test specimen used is

100 x100 x500 mm
150 x150 x500 mm
100 x100 x700 mm
150 x150 x700 mm

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Concrete Technology and Design of Concrete Structures
In the design of a front counterfort in a counterfort retaining wall, the main reinforcement is provided on i) bottom face near counterfort ii) top face near counterfort iii) bottom face near centre of span iv) top face near centre of span The correct answer is

only (i)
both (ii) and (iii)
both (i) and (iv)
only (ii)

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