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A
Stopping Sight Distance
B
Lag Distance
C
Overtaking Sight Distance
D
Sight Distance
A
19 mm
B
20 mm
C
18 mm
D
17 mm
A
Vertical type falls
B
Montague type falls
C
Sarda type falls
D
Inglis type falls
A
3 days
B
24 to 48 hours
C
14 days
D
7 days
A
10 x 10-3cm/sec
B
5.30 x 10-3cm/sec
C
7.82 x 10-3cm/sec
D
2.15 x 10-3cm/sec
A
X-chart
B
P-chart
C
C-chart
D
V-chart
A
vdv+ dp/p = 0
B
dp + d( pv2) =0
C
dv/v + dA/A = 0
D
2v dv+ dp/p = 0
A
Bombay
B
Gujrat
C
Varanasi
D
Chennai
A
Looping error
B
Dangling error
C
Closing error
D
Redundancy error
A
18 W
B
2 W
C
6 W
D
17 W
A
Minimum cost slope and critical
B
Costliest and non-critical
C
Costliest and critical
D
Cheapest and non-critical
A
Slump test
B
Kelly ball test
C
Flow table test
D
Vee-bee test
A
only bending moment
B
only radial shear
C
only normal thrust
D
normal thrust, radial shear and bending moment
A
French cross staff
B
Adjustable cross staff
C
Optical square
D
Open cross staff
A
Three dimensional flow
B
Two dimensional flow
C
One dimensional flow
D
Rotational flow
A
Fx= 96.6 N and Fy= 40 N
B
Fx= 50 N and Fy= 86.6 N
C
Fx= 86.6 N and Fy= 50 N
D
Fx= 40 N and Fy= 96.6 N
A
Statics
B
Strength of materials
C
Earthquake engineering
D
Dynamics
A
disturbed
B
undisturbed
C
non - representative
D
sandy
A
Barometric levelling
B
Differential levelling
C
Reciprocal leveling
D
Check levelling
A
Output to input
B
Output to effort
C
Load to effort
D
Distance moved by effort to distance moved by load