The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
C. 3 times the least lateral dimension
4.5
5.5
6.5
7.5
Increases
Decreases
Fluctuates
Remains constant
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
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
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
100 m
200 m
300 m
400 m
Very low
Low
Medium
High
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
30 %
40 %
50 %
60 %
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
Cement
Aggregates
Water
All the above
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
The chloride in sea shore sand and shingle may cause corrosion of reinforcement if the concrete is porous
All the above
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
Zero
Tensile
Compressive
Tensile or compressive
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
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
All the above
Compressive stress
Shear stress
Bond stress
Tensile stress
0.003
0.0003
0.00003
0.03
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Segregation
Bleeding
Bulking
Creep
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above