Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
A. Both A and R is true and R is the correct explanation of A
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
10 %
20 %
30 %
40 %
Segregation
Bleeding
Bulking
Creep
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
20 times
25 times
30 times
50 times
Magnesium oxide
Iron oxide
Alumina
Lime
Grading
Curing
Mixing
Batching
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
3 days
7 days
21 days
28 days
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
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
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
28 liters
30 liters
32 liters
34 liters
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
Extremely low
Very low
Low
High
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
Chemically inert
Sufficiently strong
Hard and durable
All the above
Placing
Wetting
Curing
Compacting
Gypsum
Calcium chloride
Sodium silicate
All of the above
Zero
Tensile
Compressive
Tensile or compressive
Density
Strength
Durability
All the above