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A
0.2
B
0.02
C
0.00002
D
0.0002
A
Force
B
Weight
C
Momentum
D
Volume
A
2.5%
B
7.5%
C
10%
D
5%
A
By chemical precipitation
B
By passing chlorine gas along with the compressed air
C
By mean of scrapper mechanism
D
By vaccum floatation method
A
Two hinged arches
B
Simply Supported beam
C
Three hinged arches
D
Cantilever beam
A
Method of performing a task
B
Enforces discipline
C
Essence of management
D
Includes the process of test and interview
A
Deflection criteria
B
Shear force
C
Bending moment
D
Cracking
A
10m, 12m/s2
B
10m, -12m/s2
C
-10m, 12m/s2
D
-10m, -12m/s2
A
Sub-critical type
B
Degrading type
C
Meandering type
D
Aggrading type
A
200 m
B
3 m
C
203 m
D
303 m
A
Hardness only
B
Toughness only
C
Resistance to weathering action
D
Toughness and Hardness
A
Coarse aggregates, screenings and binding material
B
Coarse aggregates, emulsion, cutback, screenings and binding material
C
Coarse aggregates, tar and binding material
D
Bitumen, tar and binding material
A
3
B
15
C
5
D
10
A
1.9 x109 m
B
186.65 m
C
100 m
D
286.65 m
A
Line of piezometric head
B
Line of equilibrium
C
Streamlines
D
Equipotential line
A
1987
B
1986
C
1984
D
1985
A
30, 75
B
75, 150
C
300, 750
D
100, 300
A
Limits driven by the natural variability of the process
B
Statistical limits
C
Limits defined by customers
D
Limits driven by the inherent variability of the process
A
0.8 m
B
1.1 m
C
1 m
D
0.9 m
A
The station occupied by the plane table lies within the triangle formed by the three points
B
The station occupied by the plane table lies on the circle passing through the three points
C
The station occupied by the plane table lies near the circle passing through the three points
D
The angle subtended by the two lines obtained by joining the three points is very small