Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
A. Only in post-tensioned beams
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Internal vibrator
Screed vibrator
Form vibrator
None of these
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
Workability admixtures
Accelerators
Retarders
Air entraining agents
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
All the above
10 %
20 %
30 %
40 %
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
10 kg
20 kg
30 kg
50 kg
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
Grading
Curing
Mixing
Batching
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
Water
Cement
Aggregate
None of these
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
Reduces the strength
Increases the strength
Does not change the strength
All of 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
7.30
7.35
7.40
7.45
Thin particles
Flat particles
Elongated particles
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
0.207 l
0.25 l
0.293 l
0.333 l
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
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
Gypsum
Calcium chloride
Sodium silicate
All of the above
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
30 %
40 %
50 %
60 %
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
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