Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
D. All the above
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Reduces the strength
Increases the strength
Does not change the strength
All of the above
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
Shape
Grading
Compaction
All the above
0.003
0.0003
0.00003
0.03
Floating
Screeding
Trowelling
Finishing
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
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
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
1.5
2.0
2.5
3.0
Low water cement ratio
Less cement in the concrete
Proper concrete mix
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
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
5 %
10 %
15 %
20 %
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
10 m
15 m
15 m
45 m
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
5 days
7 days
10 days
14 days
5 %
10 %
15 %
20 %
Segregation
Internal friction
Hardness
Bleeding
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
Segregation
Compaction
Shrinkage
Bulking
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Very low
Low
Medium
High
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Fly ash
Hydrated lime
Calcium chloride
All the above
Workability of concrete
Strength of concrete
Durability of concrete
All the above