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Exam Details

2016 Civil Engineering Paper - II_2

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Questions 120
Duration 180 mins
Package Indian Economic Service and Indian Statistical Service Examination - Previous Year Papers

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Difficulty distribution

Easy 40 33.3%
Medium 40 33.3%
Hard 40 33.3%

Question type distribution

Multiple Choices 120 100%

Syllabus

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Sample questions from this paper

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1
2016 · Unclassified
2016 Civil Engineering Paper - II_2
A solid cylinder of length H, diameter D and of relative density S floats in neutral equilibrium in water with its axis vertical. What is the ratio of H to D if S = 0·6?
A
0·86
B
0·72
C
0·52
D
0·46
2
2016 · Unclassified
2016 Civil Engineering Paper - II_2
In a two-dimensional flow, with its stream function ψ = 2xy, the velocity at a point (3, 4) is
A
12·0 units
B
10·0 units
C
8·0 units
D
6·0 units
3
2016 · Unclassified
2016 Civil Engineering Paper - II_2
An open rectangular tank of dimensions 4 m × 3 m × 2 m contains water to a height of 1·6 m. It is then accelerated along the longer side. What is the maximum acceleration possible without spilling the water? If this acceleration is then increased by 10%, what amount of water will be spilt off?
A
1·472 m/s2 and 0·48 m3
B
1·962 m/s2 and 0·48 m3
C
1·472 m/s2 and 0·52 m3
D
1·962 m/s2 and 0·52 m3
4
2016 · Unclassified
2016 Civil Engineering Paper - II_2
In a laminar flow between two fixed plates held parallel to each other at a distance d, the shear stress is : 1. Maximum at plane d/2 away from each plate and zero at the plate boundaries. 2. Zero throughout the passage. 3. Maximum at the plate boundaries and zero at a plane d/2 away from each plate. Which of the above statements is/are correct?
A
1 only
B
3 only
C
2 only
D
1, 2 and 3
5
2016 · Unclassified
2016 Civil Engineering Paper - II_2
While conducting the flow measurement using a triangular notch, an error of +2% in head over the notch is observed. The percentage error in the computed discharge would be
A
+7%
B
-3%
C
+5%
D
-4%
6
2016 · Unclassified
2016 Civil Engineering Paper - II_2
An orifice is located in the side of a tank with its centre 10 cm above the base of the tank. The constant water level is 1·0 m above the centre of orifice. The coefficient of velocity is 0·98. On the issuing jet, the horizontal distance from the vena-contracta to where the jet is 10 cm below vena-contracta is
A
1·62 m
B
1·00 m
C
0·62 m
D
0·32 m