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Exam Details

ESE (IES) Civil Engineering (CE) PAPER 2 (TECHNICAL) 2020

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Questions 150
Duration 180 mins
Package ESE & GATE CE - Previous Year Papers

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Difficulty distribution

Medium 100 66.7%
Hard 43 28.7%
Easy 7 4.7%

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Multiple Choices 150 100%

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Sample questions from this paper

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1
2020 · Unclassified
ESE (IES) Civil Engineering (CE) PAPER 2 (TECHNICAL) 2020
The combined correction for curvature and refraction for a distance of 3400 m will be nearly
A
0.2 m
B
0.4 m
C
0.6 m
D
0.8 m
2
2020 · Unclassified
ESE (IES) Civil Engineering (CE) PAPER 2 (TECHNICAL) 2020
A 100 m tape is suspended between the ends under a pull of 200 N. If the weight of the tape is 30 N, the correct distance between the tape ends will be nearly
A
100.5 m
B
100.3 m
C
100.1 m
D
99.9 m
3
2020 · Unclassified
ESE (IES) Civil Engineering (CE) PAPER 2 (TECHNICAL) 2020
In horizontal distance measurement, the basic formula for distance in stadia tacheometry has an additive constant. An anallatic lens is inserted in the tacheometer to make this additive constant zero. This lens is
A
Convex lens inserted between object glass and diaphragm
B
Plano-convex lens between object glass and diaphragm
C
Convex lens inserted between diaphragm and eye piece
D
Plano-convex lens between diaphragm and eye piece
4
2020 · Unclassified
ESE (IES) Civil Engineering (CE) PAPER 2 (TECHNICAL) 2020
If the LMT is 8h 12m 16s AM at 38° 45’ W longitude, the GMT will be
A
11h 12m 16s AM
B
10h 47m 16s AM
C
5h 29m 46s AM
D
9h 29m 46s AM
5
2020 · Unclassified
ESE (IES) Civil Engineering (CE) PAPER 2 (TECHNICAL) 2020
A section line AB appears to be 10.16 cm on a photograph for which the focal length is 16 cm. The corresponding line measures 2.54 cm on a map, which is to a scale 1/50,000. The terrain has an average elevation of 200 m above mean sea level. The flying altitude of the aircraft above mean sea level during photograph will be
A
1800 m
B
2000 m
C
2200 m
D
2400 m
6
2020 · Unclassified
ESE (IES) Civil Engineering (CE) PAPER 2 (TECHNICAL) 2020
If backsight and foresight distance are balanced
(1) The difference in elevation between two points can be directly calculated by taking difference of the two readings
(2) No correction for the inclination of the line of sight is necessary
A
1 only
B
2 only
C
Both 1 and 2
D
Neither 1 nor 2