Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
D. Only (iv) is correct
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
All the above
Depends upon the amount of water used in the mix
Does not depend upon the quality of cement mixed with aggregates
Does not depend upon the quantity of cement mixed with aggregates
All the above
0
10
20
30
Balanced beam
Under-reinforced beam
Over-reinforced beam
None of the above
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
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Setting time
Tensile strength
Consistency
All the above
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
20 mm particles
10 mm particles
4.75 mm particles
All the above
Bleeding
Creeping
Segregation
Flooding
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
1.5
2.0
2.5
3.0
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
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
7 days
14 days
21 days
28 days
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Decreases workability
Increases strength
Increases heat of hydration
None of these
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
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
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
3 days
7 days
21 days
28 days
1.5
2.0
2.5
3.0
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Placing
Wetting
Curing
Compacting
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
Rounded spherical
Irregular
Flaky
None of these
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above