2000 bags
2200 bags
2400 bags
2700 bags
D. 2700 bags
1.5
2.0
2.5
3.0
5 %
10 %
15 %
20 %
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
10 mm
15 mm
25 mm
13 mm
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
0.367 xu
0.416 xu
0.446 xu
0.573 xu
10 cm
15 cm
20 cm
25 cm
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
Proportions of the material and water should be the same as to be used at the work site
Cement should be mixed by hand in order to maintain uniformity
Concrete mix should be stored in air-tight containers
Concrete ingredients should be kept at a temperature of 37° ± 2°C
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
10 kg
20 kg
30 kg
50 kg
20.5 mm
30.5 mm
40.5 mm
50.5 mm
20 times
25 times
30 times
50 times
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
Economy
Durability
Workability
All the above
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
2
4
6
8
Water cement ratio is reduced
Proportion of aggregates is reduced
An allowance for the entrained air is made
All the above
Consistency
Compressive strength
Tensile strength
Impact value
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
Density
Strength
Durability
All the above
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
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Air-entraining agent
Foaming agent
Oily-agent
All the above