Time Left : 00:00
A
Small stresses
B
Large stresses
C
Zero stresses
D
No effect
A
moment of inertia
B
radius of gyration
C
centre of gravity
D
centroid
A
5
B
4
C
2
D
3
A
Both at horizontal and vertical curves
B
Only where roads passes through embankments
C
Only at horizontal curves
D
Only at vertical curves
A
Coarse aggregates of size 53 to 22.4 mm
B
Stone screening type of size 13.2 mm
C
Fine grained material passing 0.425 mm sieve size
D
Stone screening type of size 12.5 mm
A
Girders
B
Wing walls
C
Piers
D
Abutments
A
Tetra-calcium Aluminoferrite
B
Tri-calcium Silicate
C
Di-calcium Silicate
D
Tri-calcium Aluminate
A
57%
B
71%
C
59%
D
67%
A
Q = 0.018 m3/s
B
Q = 0.017 m3/s
C
Q = 20 m/s
D
Q = 10.018 m3/s
A
0.45
B
0.55
C
0.6
D
0.50
A
Kuichling`s Formula
B
Buston`s Formula
C
Hazen-Williams Formula
D
Freeman`s Formula
A
Rotationally unstable
B
Rotationally stable
C
Vertically unstable
D
Vertically stable
A
Construction monitoring
B
Construction scheduling
C
Construction planning
D
Construction controlling
A
100 m
B
50 m
C
140 m
D
120 m
A
0.13 m
B
0.20 m
C
0.33 m
D
0.07 m
A
only linear
B
only rotational
C
only circular
D
both rotational and circular
A
W/E
B
WL/2
C
WE/L
D
WL/2E
A
1.1
B
2.2
C
1
D
1.6
A
5Bp x 10Bp
B
2.5Bpx 5Bp
C
1.5Bpx 3Bp
D
5Bpx 5Bp
A
64.56 m
B
34.56 m
C
44.56 m
D
54.56 m