2.75 mm
3.00 mm
3.75 mm
4.75 mm
D. 4.75 mm
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
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
Workability
Strength
The effects of temperature variations
The unit weight
L-shaped wall
T-shaped wall
Counterfort type
All of the above
4.5
5.5
6.5
7.5
M 100
M 200
M 300
M 500
30 minutes
40 minutes
60 minutes
90 minutes
Bleeding
Creeping
Segregation
Flooding
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
0.207 l
0.25 l
0.293 l
0.333 l
Alumina
Iron oxide
Silica
Alkalis
2 %
4 %
6 %
8 %
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
M 100
M 150
M 250
M 400
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
20.5 mm
30.5 mm
40.5 mm
50.5 mm
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
100 m
200 m
300 m
400 m
30 %
40 %
50 %
60 %
Cement
Aggregates
Water
All the above
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
Desired strength and workability
Desired durability
Water tightness of the structure
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
1.5
2.0
2.5
3.0
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2