Floating
Screeding
Trowelling
Finishing
B. Screeding
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
Forces of tension and compression change but lever arm remains unchanged
Forces of tension and compressions remain unchanged but lever arm changes with the moment
Both forces of tension and compression as well as lever arm change
Both forces of tension and compression as well as lever arm remain unchanged
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Rounded
Elongated
Angular
All of the above
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
4 mm
6 mm
8 mm
10 mm
100 cm
125 cm
150 cm
200 cm
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
40 mm
50 mm
60 mm
70 mm
Soffit level
Window sill level
Floor level
All the above
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
Density
Strength
Durability
All the above
Consistency
Compressive strength
Tensile strength
Impact value
50 mm
75 mm
100 mm
120 mm
20 %
25 %
30 %
35 %
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
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
Dams
Massive foundations
R.C.C. structures
All the above
1 %
2 %
3 %
5 %
Workability
Strength
The effects of temperature variations
The unit weight
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
Roads
Retaining walls
Lining of canals
All the above
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
2
4
6
8
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above