100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
C. 200 kg/cm2
10 %
12 %
15 %
25 %
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
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
Dry
Earth moist
Semi-plastic
Plastic
Air-entraining agent
Foaming agent
Oily-agent
All the above
3
4
5
7
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Nala beds
River beds
Sea beds
None of these
2
4
6
8
4.75 mm
30 mm
60 mm
75 mm
Fly ash
Hydrated lime
Calcium chloride
All the above
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
8 kg
10 kg
12 kg
14 kg
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Chemically inert
Sufficiently strong
Hard and durable
All the above
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
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
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
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
1 %
2 %
3 %
5 %