Decreases workability
Increases strength
Increases heat of hydration
None of these
D. None of these
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
100 kg
110 kg
120 kg
130 kg
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
2 %
4 %
6 %
8 %
10 %
12.5 %
15 %
18.5 %
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
2 %
4 %
6 %
10 %
Bending moment is small
Shear force is small
The member is supported by other member
All the above
3.5 m
4 m
4.5 m
5 m
Shear strength
Tensile strength
Compressive strength
None of these
100 m
200 m
300 m
400 m
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Cement
Aggregates
Water
All the above
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
15 mm
20 mm
25 mm
50 mm
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
10 kg
20 kg
30 kg
50 kg
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
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
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
7.30
7.35
7.40
7.45
Very low
Low
Medium
High
Lime stone
Chalk
Laterite
None of these