Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
D. All the above
Ferrous sulphate
Potassium chloride
Ammonia
Nitric acid
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
Floating
Screeding
Trowelling
Finishing
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
2.75 mm
3.00 mm
3.75 mm
4.75 mm
30 %
40 %
50 %
60 %
Economy
Durability
Workability
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
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
Clay
Sand
Lime
Concrete
1 %
2 %
3 %
5 %
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
Shales
Fly ash
Pumicite
All the above
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
Crushing strength
Impact value
Abrasion resistance
Water absorption
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Reduces the strength
Increases the strength
Does not change the strength
All of the above
Density
Strength
Durability
All the above
4 mm
6 mm
8 mm
10 mm
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
2000 bags
2200 bags
2400 bags
2700 bags
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
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
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
Space between the exterior walls of a warehouse and bag piles should be 30 cm
Cement bags should preferably be piled on wooden planks
Width and height of the pile should not exceed 3 m and 2.70 m respectively
None of these