Zero
Tensile
Compressive
Tensile or compressive
C. Compressive
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)
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
Dry
Earth moist
Semi-plastic
Plastic
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
Very low
Low
Medium
High
1.5
2.0
2.5
3.0
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
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
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
7 days
14 days
21 days
28 days
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Concrete for which preliminary tests are conducted, is called controlled concrete
Bulking of sand depends upon the fineness of grains
Concrete mix 1 : 6 : 12, is used for mass concrete in piers
All the above
7.30
7.35
7.40
7.45
Shales
Fly ash
Pumicite
All the above
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
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
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
30 %
40 %
50 %
60 %
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All the above
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Weakness of concrete
Excessive laitance
Segregation
All the above
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
7 kg
14 kg
21 kg
35 kg