Economy
Durability
Workability
All the above
D. All the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
L-shaped wall
T-shaped wall
Counterfort type
All of the above
1500 bags
2000 bags
2500 bags
3000 bags
Colorcrete
Silvicrete
Snowcem
All the above
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
Bleeding
Creeping
Segregation
Flooding
0.37 fy
0.57 fy
0.67 fy
0.87 fy
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
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
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
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
Smooth
Granular
Glassy
Honey combed and porous
Water cement ratio is reduced
Proportion of aggregates is reduced
An allowance for the entrained air is made
All the above
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
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
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Workability admixtures
Accelerators
Retarders
Air entraining agents
Pans
Wheel borrows
Containers
Pumps
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Zero
Tensile
Compressive
Tensile or compressive
20 times
25 times
30 times
50 times
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
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above