Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
A. Is always less than 1
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Depends upon the amount of water used in the mix
Does not depend upon the quality of cement mixed with aggregates
Does not depend upon the quantity of cement mixed with aggregates
All the above
Rounded
Elongated
Angular
All of the above
0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam
2 %
4 %
6 %
8 %
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
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
600 mm
750 mm
900 mm
More than 1 m
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Course
Medium
Medium to fine
Fine
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
Fineness test
Consistency test
Test for setting time
Test for tensile strength
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
L-shaped wall
T-shaped wall
Counterfort type
All of the above
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Extremely low
Very low
Low
High
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
3 days
7 days
21 days
28 days
Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
The chloride in sea shore sand and shingle may cause corrosion of reinforcement if the concrete is porous
All 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
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
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
4 mm
6 mm
8 mm
10 mm
Compressive stress
Shear stress
Bond stress
Tensile stress