Desired strength and workability
Desired durability
Water tightness of the structure
All the above
D. All the above
Nala beds
River beds
Sea beds
None of these
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
2 %
4 %
6 %
10 %
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Segregation
Bleeding
Bulking
Creep
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All the above
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
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
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
6 mm
8 mm
12 mm
16 mm
10 %
20 %
30 %
40 %
1.5
2.0
2.5
3.0
Volume stability
Strength
Water resistance
All the above
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Chemically inert
Sufficiently strong
Hard and durable
All the above
1.5
2.0
2.5
3.0
1500 bags
2000 bags
2500 bags
3000 bags
To mix cement and fine aggregate by dry hand
To mix coarse aggregates
To mix water to the cement, fine aggregates and coarse aggregates
All the above
2.5 cm
5.0 cm
7.5 cm
10 cm
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
A highly absorptive aggregate reduces the workability of concrete considerably
The specific gravity of aggregate is important for the determination of the moisture content
The absorption and porosity of an aggregate influence the property of the concrete
All the above