28 liters
30 liters
32 liters
34 liters
C. 32 liters
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
3 days
7 days
21 days
28 days
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
15 mm
25 mm
30 mm
40 mm
3
4
5
7
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
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
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
2 %
4 %
6 %
10 %
Grading
Curing
Mixing
Batching
6 mm
8 mm
12 mm
16 mm
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
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
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
100 mm
150 mm
200 mm
250 mm
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
1 %
2 %
3 %
5 %
Pans
Wheel borrows
Containers
Pumps
Chemically inert
Sufficiently strong
Hard and durable
All the above
Gypsum
Calcium chloride
Sodium silicate
All of the above
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
100 cm
125 cm
150 cm
200 cm
Magnesium oxide
Iron oxide
Alumina
Lime
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
Aggregates
Cement
Water
All the above