Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
C. Hydration of cement
The loss of pre-stress is more in pre-tensioning system than in posttensioning system.
Pre-tensioning system has greater certainty about its durability.
For heavy loads and large spans in buildings or bridges, posttensioning system is cheaper than pre-tensioning system
None of the above
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
10 kg
12 kg
14 kg
16 kg
Sand stone
Slate
Lime stone
Graphite
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
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
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Weakness of concrete
Excessive laitance
Segregation
All the above
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
1.5
2.0
2.5
3.0
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
Density
Strength
Durability
All the above
20 %
25 %
30 %
35 %
Alumina
Iron oxide
Silica
Alkalis
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
Cement
Aggregates
Water
All the above
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
Workability of concrete
Strength of concrete
Durability of concrete
All the above
Shear strength
Tensile strength
Compressive strength
None of these
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
6 mm
8 mm
12 mm
16 mm
15 mm
20 mm
25 mm
50 mm
100 m
200 m
300 m
400 m
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above