Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
B. Increased by 25% for bars in compression
Workability admixtures
Accelerators
Retarders
Air entraining agents
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
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
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
Rounded spherical
Irregular
Flaky
None of these
10 kg
20 kg
30 kg
50 kg
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
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
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Thin particles
Flat particles
Elongated particles
All the above
Zone I
Zone II
Zone III
Zone IV
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
20 times
25 times
30 times
50 times
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
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
2 %
4 %
6 %
10 %
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
30 %
40 %
50 %
60 %
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
100 mm
150 mm
200 mm
250 mm
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns