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Exam Details

2019 Mechanical Engineering Paper

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Questions 150
Duration 180 mins
Package Engineering Services (Preliminary) Examination - Previous Year Papers

Paper pattern & analysis

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Showing all 150 questions in this paper.

Subject distribution

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Topic distribution

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Subtopic distribution

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Difficulty distribution

Medium 50 33.3%
Hard 50 33.3%
Easy 50 33.3%

Question type distribution

Multiple Choices 150 100%

Syllabus

Full Syllabus

Sample questions from this paper

Questions are selected across the paper subjects wherever the paper contains that variety.

1
2019 · Unclassified
2019 Mechanical Engineering Paper
Water is discharged from a tank maintained at a constant head of 5 m above the exit of a straight pipe 100 m long and 15 cm in diameter. If the friction coefficient for the pipe is 0·01, the rate of flow will be nearly
A
0·04 m3/s
B
0·05 m3/s
C
0·06 m3/s
D
0·07 m3/s
2
2019 · Unclassified
2019 Mechanical Engineering Paper
A plate weighing 150 N and measuring 0·8 m × 0·8 m just slides down an inclined plane over an oil film of 1·2 mm thickness for an inclination of 30° and velocity of 0·2 m/s. Then the viscosity of the oil used is
A
0·3 N s/m2
B
0·4 N s/m2
C
0·5 N s/m2
D
0·7 N s/m2
3
2019 · Unclassified
2019 Mechanical Engineering Paper
A spherical balloon of 1·5 m diameter is completely immersed in water and chained to the bottom. If the chain has a tension of 10 kN, the weight of the balloon will be nearly
A
9·11 kN
B
8·22 kN
C
6·44 kN
D
7·33 kN
4
2019 · Unclassified
2019 Mechanical Engineering Paper
A nozzle at the end of an 80 mm hosepipe produces a jet 40 mm in diameter. When it is discharging the water 1200 Lpm, the force on the joint at the base of the nozzle will be
A
180 N
B
200 N
C
220 N
D
240 N
5
2019 · Unclassified
2019 Mechanical Engineering Paper
A vertical water pipe, 1·5 m long, tapers from 75 mm diameter at the bottom to 150 mm diameter at the top and the rate of flow is 50 L/s upwards. If the pressure at the bottom end is 150 kN/m2, the pressure at the top will be nearly
A
195·2 kN/m2
B
191·4 kN/m2
C
187·6 kN/m2
D
183·8 kN/m2
6
2019 · Unclassified
2019 Mechanical Engineering Paper
The stream function for a flow field is ψ = 3x2y + (2 + t) y2. The velocity at a point P for position vector r = i + 2j - 3k at time t = 2 will be
A
19i - 12j
B
21i - 12j
C
19i + 22j
D
21i + 22j