Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
D. All the above
3.5 m
4 m
4.5 m
5 m
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
Cement
Aggregates
Water
All the above
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
10 kg
12 kg
14 kg
16 kg
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Setting time
Tensile strength
Consistency
All the above
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
1 : 3 : 6
1 : 2 : 4
1 : 1 ½ : 3
1 : 4 : 8
Smooth
Granular
Glassy
Honey combed and porous
100 m
200 m
300 m
400 m
20 mm particles
10 mm particles
4.75 mm particles
All the above
Soffit level
Window sill level
Floor level
All the above
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Density
Strength
Durability
All the above
Consistency
Compressive strength
Tensile strength
Impact value
A highly absorptive aggregate reduces the workability of concrete considerably
The specific gravity of aggregate is important for the determination of the moisture content
The absorption and porosity of an aggregate influence the property of the concrete
All the above
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
0.33
0.5
0.75
1.0
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
50 mm
100 mm
150 mm
200 mm
Fineness test
Consistency test
Setting time test
Soundness test
Colorcrete
Silvicrete
Snowcem
All the above
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
2.5 cm
5.0 cm
7.5 cm
10 cm
M 15
M 20
M 10
M 25
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above