Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
D. All (i), (ii) and (iii)
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
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
23°C
0°
- 5.6°C
- 11.7°C
Bleeding
Creeping
Segregation
Shrinkage
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
2000 bags
2200 bags
2400 bags
2700 bags
0
10
20
30
0.15
0.12
0.30
1.00
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
5 %
10 %
15 %
20 %
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
7 kg
14 kg
21 kg
35 kg
Space between the exterior walls of a warehouse and bag piles should be 30 cm
Cement bags should preferably be piled on wooden planks
Width and height of the pile should not exceed 3 m and 2.70 m respectively
None of these
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
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
2.75 mm
3.00 mm
3.75 mm
4.75 mm
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
Pans
Wheel borrows
Containers
Pumps
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
Bleeding
Creeping
Segregation
Flooding
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
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
1500 bags
2000 bags
2500 bags
3000 bags
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
15 mm
20 mm
25 mm
50 mm