(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
B. (i) and (iv)
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
5 days
7 days
10 days
14 days
With passage of time, the strength of cement increases
With passage of time, the strength of cement decreases
After a period of 24 months, the strength of cement reduces to 50%
The concrete made with storage deteriorated cement, gains strength with time
0.33
0.5
0.75
1.0
The quality of water governs the strength of concrete
10% excess of water reduces the strength of concrete by 15%
30% excess of water reduces the strength of concrete by 50%
All the above
5 % less
10 % less
5 % more
10 % more
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
10 %
20 %
30 %
40 %
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Less
More
Equal
None of the above
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
l/3
l/5
l/7
l/10
50 mm
75 mm
100 mm
120 mm
Dry
Earth moist
Semi-plastic
Plastic
3 days
7 days
21 days
28 days
10 m
15 m
15 m
45 m
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
20 times
25 times
30 times
50 times
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)
Water enables chemical reaction to take place with cement
Water lubricates the mixture of gravel, sand and cement
Strength of concrete structure largely depends upon its workability
All the above
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
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
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
1.5
2.0
2.5
3.0
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement