0.33
0.5
0.75
1.0
B. 0.5
Rounded
Elongated
Angular
All of the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
0
10
20
30
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
5 %
10 %
15 %
20 %
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
Economy
Durability
Workability
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
All the above
Minimum cross sectional area of longitudinal reinforcement in a column is 0.8%
Spacing of longitudinal bars measured along the periphery of column should not exceed 300 mm
Reinforcing bars in a column should not be less than 12 mm in diameter
The number of longitudinal bars provided in a circular column should not be less than four
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
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
Proportions of the material and water should be the same as to be used at the work site
Cement should be mixed by hand in order to maintain uniformity
Concrete mix should be stored in air-tight containers
Concrete ingredients should be kept at a temperature of 37° ± 2°C
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
Lime stone
Chalk
Laterite
None of these
Fly ash
Hydrated lime
Calcium chloride
All the above
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
8 kg
10 kg
12 kg
14 kg
Reduces the strength
Increases the strength
Does not change the strength
All of the above
2000 bags
2200 bags
2400 bags
2700 bags
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
Full capacity of the ware house
Pressure exertion of the bags of upper layers
Pressure compaction of the bags on lower layers
Packing the ware house
Dry
Earth moist
Semi-plastic
Plastic
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
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2