Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
B. Decreases with increase in diameter of bar
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Screeding
Floating
Trowelling
Finishing
The least lateral dimension of the member
Sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
Forty-eight times the diameter of transverse reinforcement
Lesser of the above three values
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
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
3
4
5
7
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
10 cm
15 cm
20 cm
25 cm
Clay
Sand
Lime
Concrete
Granite
Magnetite
Barite
Volcanic scoria
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
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
1/4
1/5
1/6
1/8
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
Magnesium oxide
Iron oxide
Silica
Lime
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
7.30
7.35
7.40
7.45
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Segregation
Bleeding
Bulking
Creep
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
1.5
2.0
2.5
3.0
Sand stone
Slate
Lime stone
Graphite
Weakness of concrete
Excessive laitance
Segregation
All the above
4.5
5.5
6.5
7.5