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
D. All the above
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
50 mm
75 mm
100 mm
120 mm
Elastic modulus of high tensile steel is nearly the same as that of mild steel
Elastic modulus of high tensile steel is more than that of mild steel
Carbon percentage in high carbon steel is less than that in mild steel
High tensile steel is cheaper than mild steel
5 days
7 days
10 days
14 days
Decreases workability
Increases strength
Increases heat of hydration
None of these
0.03 %
0.1 %
0.3 %
3 %
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
3
4
5
7
Workability admixtures
Accelerators
Retarders
Air entraining agents
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
Dry
Earth moist
Semi-plastic
Plastic
0.15
0.12
0.30
1.00
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
Dry
Earth moist
Semi-plastic
Plastic
10 kg
20 kg
30 kg
50 kg
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
l/3
l/5
l/7
l/10
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
Capacity of column is decreased
Ductility of column reduces
Capacity of column is decreased but ductility of column increases
Both the capacity of column and ductility of column increase
Very low
Low
Medium
High
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Placing
Wetting
Curing
Compacting
Size and shape of aggregates
Specific gravity of aggregates
Grading of aggregates
Size and shape of the container
0.003
0.0003
0.00003
0.03