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
D. 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
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Bleeding
Creeping
Segregation
Flooding
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
30 %
40 %
50 %
60 %
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Compressive stress
Shear stress
Bond stress
Tensile stress
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
2 %
4 %
6 %
10 %
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
1000°C
1200°C
1400°C
1600°C
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
Workability admixtures
Accelerators
Retarders
Air entraining agents
10 m
15 m
15 m
45 m
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
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
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
Magnesium oxide
Iron oxide
Alumina
Lime
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above