My Cart
Your Cart 0

    Your cart is empty.

  • Total (Amount) ₹0.00
Previous year question hub

Elasticity - General Aptitude - General Aptitude (GA) Previous Year Questions

Practice Elasticity - General Aptitude - General Aptitude (GA) previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

5Papers
3Years
10Questions
1Topics

Elasticity question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Elasticity. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 5 50%
Easy 4 40%
Hard 1 10%

Question type distribution

MCQ, numerical, multiple-select and other formats found in these papers.

MCQ 6 60%
Numerical Answer Type (NAT) 4 40%

Subject weightage

Top subjects by unique question coverage.

General Aptitude (GA)
10 Qs

Most asked topics

Top topics across the included previous year papers.

General Aptitude
10 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Elasticity
10 Qs

Paper coverage

Question coverage for the most populated papers. Every active PYP paper remains listed below.

Mechanical Engineering (ME) 2015 [Session 1]
2 Qs
Mechanical Engineering (ME) 2015 [Session 2]
2 Qs
Mechanical Engineering (ME) 2015 [Session 3]
1 Qs
Mechanical Engineering (ME) 2014 [Session 2]
1 Qs
Mechanical Engineering (ME) 2012
4 Qs

Included previous year papers

Newest papers appear first. Sort by year, question coverage or name.

PaperYear / sessionQuestions in this viewOpen
Mechanical Engineering (ME) 2015 [Session 1]20152View paper
Mechanical Engineering (ME) 2015 [Session 2]20152View paper
Mechanical Engineering (ME) 2015 [Session 3]20151View paper
Mechanical Engineering (ME) 2014 [Session 2]20141View paper
Mechanical Engineering (ME) 201220124View paper

All Elasticity previous year questions

Practice every matching question in batches of 20, with every available option.

1
2012 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2012

A cantilever beam of length L is subjected to a moment M at the free end. The moment of inertia of the beam cross section about the neutral axis is I and the Young’s modulus is E. The magnitude of the maximum deflection is

Open complete paper
2
2012 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2012

For a long slender column of uniform cross section, the ratio of critical buckling load for the case with both ends clamped to the case with both ends hinged is

Open complete paper
3
2012 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2012
The homogeneous state of stress for a metal part undergoing plastic deformation is T = \begin{pmatrix}10 & 5 & 0\\5 & 20 & 0\\0 & 0 & -10\end{pmatrix}, where the stress component values are in MPa. Using von Mises yield criterion, the value of estimated shear yield stress, in MPa is
Open complete paper
4
2012 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2012
A solid steel cube constrained on all six faces is heated so that the temperature rises uniformly by $\Delta T$. If the thermal coefficient of the material is $\alpha$, Young's modulus is $E$ and the Poisson's ratio is $\nu$, the thermal stress developed in the cube due to heating is
Open complete paper
5
2014 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2014 [Session 2]
A steel cube, with all faces free to deform, has Young’s modulus, \(E\), Poisson’s ratio, \(\nu\), and coefficient of thermal expansion, \(\alpha\). The pressure (hydrostatic stress) developed within the cube, when it is subjected to a uniform increase in temperature, \(\Delta T\), is given by
Open complete paper
6
2015 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2015 [Session 1]
Consider a steel (Young's modulus E = 200 GPa) column hinged on both sides. Its height is 1.0 m and cross-section is 10 mm × 20 mm. The lowest Euler critical buckling load (in N) is ______
Open complete paper
7
2015 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2015 [Session 1]
A machine element is subjected to the following bi-axial state of stress: \(\sigma_x = 80\) MPa; \(\sigma_y = 20\) MPa; \(\tau_{xy} = 40\) MPa. If the shear strength of the material is 100 MPa, the factor of safety as per Tresca’s maximum shear stress theory is
Open complete paper
8
2015 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2015 [Session 2]
The uniaxial yield stress of a material is 300 MPa. According to von Mises criterion, the shear yield stress (in MPa) of the material is ______________________
Open complete paper
9
2015 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2015 [Session 2]
The flow stress (in MPa) of a material is given by
\[ \sigma = 500 \varepsilon^{0.1} , \]
where \( \varepsilon \) is true strain. The Young’s modulus of elasticity of the material is 200 GPa. A block of thickness 100 mm made of this material is compressed to 95 mm thickness and then the load is removed. The final dimension of the block (in mm) is ______
Open complete paper
10
2015 · General Aptitude (GA) · General Aptitude · Elasticity
Mechanical Engineering (ME) 2015 [Session 3]
A cylindrical tank with closed ends is filled with compressed air at a pressure of 500 kPa. The inner radius of the tank is 2 m, and it has wall thickness of 10 mm. The magnitude of maximum in-plane shear stress (in MPa) is __________
Open complete paper