- Total number of questions: 65
- 30 questions carry one mark each
- 35 questions carry two marks each
- Negative marking: 1/3 of the marks allotted to the question
- Use of calculator is allowed
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Exam Details
Mechanical Engineering (ME) 2013 [Session 1]
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Questions
65
Duration
180 mins
Package
Mechanical Engineering (ME) - Previous Year Papers
Paper pattern & analysis
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Topic distribution
Subtopic distribution
Difficulty distribution
65questions
Easy
64
98.5%
Hard
1
1.5%
Question type distribution
65questions
Multiple Choices
64
98.5%
Fill in the blanks
1
1.5%
Instructions
Mechanical Engineering (ME) 2013 [Session 1] – Instructions
Syllabus
Full Syllabus
Sample questions from this paper
Questions are selected across the paper subjects wherever the paper contains that variety.
2013 · Unclassified
Mechanical Engineering (ME) 2013 [Session 1]
Q.1 – Q.25 carry one mark each.
The partial differential equation ∂u/∂t + ∂u/∂x = ∂2u/∂x2 is a
2013 · Unclassified
Mechanical Engineering (ME) 2013 [Session 1]
The eigenvalues of a symmetric matrix are all
2013 · Unclassified
Mechanical Engineering (ME) 2013 [Session 1]
Match the CORRECT pairs.
| Numerical Integration Scheme | Order of Fitting Polynomial |
|---|---|
| P. Simpson’s 3/8 Rule | 1. First |
| Q. Trapezoidal Rule | 2. Second |
| R. Simpson’s 1/3 Rule | 3. Third |
2013 · Unclassified
Mechanical Engineering (ME) 2013 [Session 1]
A rod of length L having uniform cross-sectional area A is subjected to a tensile force P as shown in the figure below. If the Young’s modulus of the material varies linearly from E1 to E2 along the length of the rod, the normal stress developed at the section-SS is
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2013 · Unclassified
Mechanical Engineering (ME) 2013 [Session 1]
Two threaded bolts A and B of same material and length are subjected to identical tensile load. If the elastic strain energy stored in bolt A is 4 times that of bolt B and the mean diameter of bolt A is 12 mm, the mean diameter of bolt B in mm is
2013 · Unclassified
Mechanical Engineering (ME) 2013 [Session 1]
A link OB is rotating with a constant angular velocity of 2 rad/s in counter clockwise direction and a block is sliding radially outward on it with an uniform velocity of 0.75 m/s with respect to the rod, as shown in the figure below. If OA = 1 m, the magnitude of the absolute acceleration of the block at location A in m/s2 is
/2013/IMAGE_16.png)