10 m
15 m
15 m
45 m
D. 45 m
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
0.367 xu
0.416 xu
0.446 xu
0.573 xu
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
Crushing strength
Impact value
Abrasion resistance
Water absorption
Screeding
Floating
Trowelling
Finishing
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
Lime stone
Chalk
Laterite
None of these
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Front face only
Inner face only
Both front face and inner face
None of the above
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
Chemically inert
Sufficiently strong
Hard and durable
All the above
20 times
25 times
30 times
50 times
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
2 %
4 %
6 %
10 %
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
0
10
20
30
Bleeding
Creeping
Segregation
Flooding
30 %
40 %
50 %
60 %
Floating
Screeding
Trowelling
Finishing
10 m
15 m
15 m
45 m
Minimum cross sectional area of longitudinal reinforcement in a column is 0.8%
Spacing of longitudinal bars measured along the periphery of column should not exceed 300 mm
Reinforcing bars in a column should not be less than 12 mm in diameter
The number of longitudinal bars provided in a circular column should not be less than four
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
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
6 mm
8 mm
12 mm
16 mm
10 %
12.5 %
15 %
18.5 %
Smooth
Granular
Glassy
Honey combed and porous
Balanced beam
Under-reinforced beam
Over-reinforced beam
None of the above
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²