Upper part of the beam
Lower part of the beam
Center
Anywhere
B. Lower part of the beam
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
0.207 l
0.25 l
0.293 l
0.333 l
1.5
2.0
2.5
3.0
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
Rounded
Elongated
Angular
All of the above
4.75 mm
30 mm
60 mm
75 mm
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
0.37 fy
0.57 fy
0.67 fy
0.87 fy
7.30
7.35
7.40
7.45
Dry
Earth moist
Semi-plastic
Plastic
Water cement ratio is reduced
Proportion of aggregates is reduced
An allowance for the entrained air is made
All the above
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
10 cm
15 cm
20 cm
25 cm
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
7 kg
14 kg
21 kg
35 kg
Rounded spherical
Irregular
Flaky
None of these
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
15,900 litres
16,900 litres
17,900 litres
18,900 litres
Shear strength
Tensile strength
Compressive strength
None of these
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
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
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
10 %
12 %
15 %
25 %
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
The loss of pre-stress is more in pre-tensioning system than in posttensioning system.
Pre-tensioning system has greater certainty about its durability.
For heavy loads and large spans in buildings or bridges, posttensioning system is cheaper than pre-tensioning system
None of the above
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10