10 kg
12 kg
14 kg
16 kg
C. 14 kg
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
Shales
Fly ash
Pumicite
All the above
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
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
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
22.5 mm
18.5 mm
16.5 mm
13.5 mm
4 mm
6 mm
8 mm
10 mm
7 kg
14 kg
21 kg
35 kg
30 %
40 %
50 %
60 %
10 m
15 m
15 m
45 m
18
30
40
58
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
1500 bags
2000 bags
2500 bags
3000 bags
Density
Strength
Durability
All the above
0.03 %
0.1 %
0.3 %
3 %
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
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
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
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
15 mm
25 mm
30 mm
40 mm
Screeding
Floating
Trowelling
Finishing
Weakness of concrete
Excessive laitance
Segregation
All the above
Internal vibrator
Screed vibrator
Form vibrator
None of these
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
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
15,900 litres
16,900 litres
17,900 litres
18,900 litres
2.75 mm
3.00 mm
3.75 mm
4.75 mm