Time Left : 00:00
A
N31o00`W
B
S20o00`E
C
N20o00`W
D
S31o00`E
A
Analogous estimation
B
Top-down method
C
Expert judgement
D
Bottom-up method
A
cut off
B
gate valve
C
pressure relief valve
D
air relief
A
Darcy number
B
Euler’s number
C
Froude’s number
D
Reynold number
A
Intermediate town
B
Religious places, very costly structures, unsuitable land
C
Nearby stone quarry
D
Tourist centers
A
A tall chimney exposed to wind
B
Pipe Flow
C
Fluid
D
River
A
Zero bending moment point
B
Critical point
C
Point of inflection
D
Point of Contra flexure
A
Aerial survey
B
Geographical survey
C
Location survey
D
Geological survey
A
S1 and S3
B
S3 only
C
S2 only
D
S1 only
A
3.5514 m
B
3.5485 m
C
3.65 m
D
3.55 m
A
Light Compaction method
B
Sand Replacement method
C
Heavy Compaction method
D
Oven Dry method
A
Eccentricity of pre-stressing cable
B
Static modulus of elasticity of concrete
C
Shrinkage strain
D
Shrinkage ratio
A
Double lines are provided separately for up and down traffic
B
Steam locomotives are used
C
There are more express trains in a system
D
Wooden sleepers are replaced by steel sleepers
A
10
B
8.12
C
7.30
D
9.33
A
Tintometer
B
Olfactometer
C
Potentiometer
D
Gravimetric
A
depend upon MOI
B
centroid of section
C
top fibre
D
bottom fibre
A
Normal traffic growth
B
Generated traffic growth
C
Development traffic
D
Current traffic
A
0.42 m
B
0.52 m
C
0.32 m
D
0.62 m
A
Addition of gypsum and leaching
B
Addition of gypsum
C
Leaching
D
Providing good drainage
A
2/8
B
3/7
C
1/7
D
1/8