3 days
7 days
21 days
28 days
D. 28 days
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Colorcrete
Silvicrete
Snowcem
All the above
Zone I
Zone II
Zone III
Zone IV
Lime stone
Chalk
Laterite
None of these
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
Water
Cement
Aggregate
None of these
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Roads
Retaining walls
Lining of canals
All 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
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
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
L-shaped wall
T-shaped wall
Counterfort type
All of the above
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
The chloride in sea shore sand and shingle may cause corrosion of reinforcement if the concrete is porous
All the above
Segregation
Internal friction
Hardness
Bleeding
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Colour
Strength
Controlling setting time
None of these
10 m
15 m
15 m
45 m
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Dry
Earth moist
Semi-plastic
Plastic
7 days
14 days
21 days
28 days
Air-entraining agent
Foaming agent
Oily-agent
All the above