Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
B. Increases with richer mixes
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
2 %
4 %
6 %
10 %
l/3
l/5
l/7
l/10
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
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
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
M 100
M 150
M 250
M 400
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Segregation
Compaction
Shrinkage
Bulking
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
Dry
Earth moist
Semi-plastic
Plastic
0.207 l
0.25 l
0.293 l
0.333 l
Zero
Tensile
Compressive
Tensile or compressive
5 % less
10 % less
5 % more
10 % more
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
1500 bags
2000 bags
2500 bags
3000 bags
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
1000°C
1200°C
1400°C
1600°C
2
4
6
8
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
Zone I
Zone II
Zone III
Zone IV
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true