100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
C. 200 kg/cm2
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
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
M 100
M 150
M 200
M 250
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
20 mm particles
10 mm particles
4.75 mm particles
All the above
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Bleeding
Creeping
Segregation
Flooding
20 m
30 m
45 m
60 m
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
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
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Cement
Aggregates
Water
All the above
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
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
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
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
Less
More
Equal
None of the above
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
0.367 xu
0.416 xu
0.446 xu
0.573 xu
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile