Extremely low
Very low
Low
High
D. High
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
Increases
Decreases
Fluctuates
Remains constant
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
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
7 days
14 days
21 days
28 days
24 to 48 hours
3 days
7 days
14 days
10 cm
15 cm
20 cm
25 cm
10 mm
15 mm
25 mm
13 mm
Less
More
Equal
None of the above
Nala beds
River beds
Sea beds
None of these
100 mm
150 mm
200 mm
250 mm
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
Segregation
Bleeding
Bulking
Creep
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Lime stone
Chalk
Laterite
None of these
15 mm
25 mm
30 mm
40 mm
28 liters
30 liters
32 liters
34 liters
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Rounded
Elongated
Angular
All of 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
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
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