(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
A. (i) and (ii)
Aggregates
Cement
Water
All the above
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
0.33
0.5
0.75
1.0
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
The least lateral dimension of the member
Sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
Forty-eight times the diameter of transverse reinforcement
Lesser of the above three values
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Magnesium oxide
Iron oxide
Silica
Lime
Rounded spherical
Irregular
Flaky
None of these
4.5
5.5
6.5
7.5
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
Economy
Durability
Workability
All the above
Roads
Retaining walls
Lining of canals
All the above
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
10 %
20 %
30 %
40 %
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
3 days
7 days
21 days
28 days
22.5 mm
18.5 mm
16.5 mm
13.5 mm
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Volume stability
Strength
Water resistance
All the above
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
Thin particles
Flat particles
Elongated particles
All the above
Zero
Tensile
Compressive
Tensile or compressive