1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
D. 1400° and 1500°C
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
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
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
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
Bleeding
Creeping
Segregation
Shrinkage
20 m
30 m
45 m
60 m
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Setting time
Tensile strength
Consistency
All the above
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
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
Thin particles
Flat particles
Elongated particles
All the above
20 %
25 %
30 %
35 %
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Front face only
Inner face only
Both front face and inner face
None of the above
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
Increases
Decreases
Fluctuates
Remains constant
Upper part of the beam
Lower part of the beam
Center
Anywhere
Placing
Wetting
Curing
Compacting
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
With passage of time, the strength of cement increases
With passage of time, the strength of cement decreases
After a period of 24 months, the strength of cement reduces to 50%
The concrete made with storage deteriorated cement, gains strength with time
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
0.003
0.0003
0.00003
0.03
Economy
Durability
Workability
All the above
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
600 mm
750 mm
900 mm
More than 1 m
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid