Weakness of concrete
Excessive laitance
Segregation
All the above
D. All the above
wR / 4d
wR/2d
wR/d
2wR/d Where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
Soffit level
Window sill level
Floor level
All the above
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
Fly ash
Hydrated lime
Calcium chloride
All the above
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
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
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
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
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Dams
Massive foundations
R.C.C. structures
All the above
Sand stone
Slate
Lime stone
Graphite
Compressive stress
Shear stress
Bond stress
Tensile stress
Segregation
Bleeding
Bulking
Creep
Gypsum
Calcium chloride
Sodium silicate
All of the above
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
10 kg
12 kg
14 kg
16 kg
3 days
7 days
21 days
28 days
0.43 d
0.55 d
0.68 d
0.85 d
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
Less
More
Equal
None of the above
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
Setting time
Tensile strength
Consistency
All the above
5 %
10 %
15 %
20 %