30 minutes
40 minutes
60 minutes
90 minutes
A. 30 minutes
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
Upper part of the beam
Lower part of the beam
Center
Anywhere
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Granite
Magnetite
Barite
Volcanic scoria
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
All the above
Density
Strength
Durability
All the above
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
Bleeding
Creeping
Segregation
Flooding
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
20 m
30 m
45 m
60 m
15 mm
20 mm
25 mm
50 mm
24 to 48 hours
3 days
7 days
14 days
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
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
100 cm
125 cm
150 cm
200 cm
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
Economy
Durability
Workability
All the above
50 mm
100 mm
150 mm
200 mm
M 15
M 20
M 10
M 25
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
100 kg
110 kg
120 kg
130 kg
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
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
Consistency
Compressive strength
Tensile strength
Impact value
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
1 %
2 %
3 %
5 %
Thin particles
Flat particles
Elongated particles
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above