Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
D. None of these
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
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
Workability admixtures
Accelerators
Retarders
Air entraining agents
Front face only
Inner face only
Both front face and inner face
None of the above
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
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
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
7 days
14 days
21 days
28 days
50 mm
75 mm
100 mm
120 mm
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
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
Bleeding
Creeping
Segregation
Shrinkage
Elastic modulus of high tensile steel is nearly the same as that of mild steel
Elastic modulus of high tensile steel is more than that of mild steel
Carbon percentage in high carbon steel is less than that in mild steel
High tensile steel is cheaper than mild steel
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
2 %
4 %
6 %
10 %
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
Smooth
Granular
Glassy
Honey combed and porous
100 m
200 m
300 m
400 m
Upper part of the beam
Lower part of the beam
Center
Anywhere
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
0.15
0.12
0.30
1.00
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
All the above
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay