0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
C. 0.707 l
Density
Strength
Durability
All the above
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Zone I
Zone II
Zone III
Zone IV
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
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
4.5
5.5
6.5
7.5
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
40 mm
50 mm
60 mm
70 mm
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
2.5 cm
5.0 cm
7.5 cm
10 cm
22.5 mm
18.5 mm
16.5 mm
13.5 mm
10 %
12.5 %
15 %
18.5 %
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
100 mm
150 mm
200 mm
250 mm
Reduces the strength
Increases the strength
Does not change the strength
All of the above
Less
More
Equal
None of 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
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
l/3
l/5
l/7
l/10
0.15
0.12
0.30
1.00
10 kg
12 kg
14 kg
16 kg
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
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