My Cart
Your Cart 0

    Your cart is empty.

  • Total (Amount) ₹0.00
Previous year question hub

Engineering Mechanics - Geomechanics and Ground Control - Mining Engineering Previous Year Questions

Practice Engineering Mechanics - Geomechanics and Ground Control - Mining Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

16Papers
16Years
35Questions
1Topics

Engineering Mechanics question pattern

Every graph below is calculated only from this selection.

Questions by year

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

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 19 54.3%
Easy 16 45.7%

Question type distribution

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

MCQ 21 60%
Numerical Answer Type (NAT) 13 37.1%
MSQ 1 2.9%

Subject weightage

Top subjects by unique question coverage.

Mining Engineering
35 Qs

Most asked topics

Top topics across the included previous year papers.

Geomechanics and Ground Control
35 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Engineering Mechanics
35 Qs

Paper coverage

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

Mining Engineering (MN) 2025
2 Qs
Mining Engineering (MN) 2024
2 Qs
Mining Engineering (MN) 2023
2 Qs
Mining Engineering (MN) 2022
2 Qs
Mining Engineering (MN) 2021
2 Qs
Mining Engineering (MN) 2019
2 Qs
Mining Engineering (MN) 2018
1 Qs
Mining Engineering (MN) 2017
2 Qs
Mining Engineering (MN) 2016
2 Qs
Mining Engineering (MN) 2014
3 Qs
Mining Engineering (MN) 2013
2 Qs
Mining Engineering (MN) 2012
2 Qs
Mining Engineering (MN) 2011
2 Qs
Mining Engineering (MN) 2010
3 Qs
Mining Engineering (MN) 2008
4 Qs
Mining Engineering (MN) 2007
2 Qs

Included previous year papers

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

PaperYear / sessionQuestions in this viewOpen
Mining Engineering (MN) 202520252View paper
Mining Engineering (MN) 202420242View paper
Mining Engineering (MN) 202320232View paper
Mining Engineering (MN) 202220222View paper
Mining Engineering (MN) 202120212View paper
Mining Engineering (MN) 201920192View paper
Mining Engineering (MN) 201820181View paper
Mining Engineering (MN) 201720172View paper
Mining Engineering (MN) 201620162View paper
Mining Engineering (MN) 201420143View paper
Mining Engineering (MN) 201320132View paper
Mining Engineering (MN) 201220122View paper
Mining Engineering (MN) 201120112View paper
Mining Engineering (MN) 201020103View paper
Mining Engineering (MN) 200820084View paper
Mining Engineering (MN) 200720072View paper

All Engineering Mechanics previous year questions

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

1
2007 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2007

The magnitude of the resultant moment about point O in Nm of the two forces acting on the rod shown below is

Open complete paper
2
2007 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2007

A wooden block of 50 kg rests on the floor (shown in figure below) for which the coefficient of static friction is 0.5. The smallest magnitude of the force P in kg that will cause impending motion of the block is

Open complete paper
3
2008 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2008

Force diagram for a square frame is shown below. Considering clockwise moment as positive, the resultant moment about an axis passing through the point A in Nm is

Open complete paper
4
2008 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2008
The acceleration of the system when the blocks are released from rest ( ‘g’ is acceleration due to gravity) is
Open complete paper
5
2008 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2008

Tension (N) in the cord connected to the 10 kg block is

Open complete paper
6
2008 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2008

Tension (N) in the cord connected to the 5 kg block is

Open complete paper
7
2010 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2010

A ladder of weight 50 N rests against a frictionless wall and floor as shown in the figure. A horizontal string ties the base of the ladder to the wall. The tension in the string in N is

Open complete paper
8
2010 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2010
A cage weighing 12000 kg is raised by four chains each making an angle of 30° with the vertical. The tension in each chain in kN is
Open complete paper
9
2010 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2010

A truss is loaded as shown in the figure. The force in the member AC is

Open complete paper
10
2011 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2011

The largest area of a rectangular shaft for a given constant perimeter is obtained when length is

Open complete paper
11
2011 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2011
In an iron ore handling port, a barge is pulled by ropes using two tugboats as shown in the figure. In equilibrium, the resultant of the forces \(T_1\) and \(T_2\) along the axis of the barge in the direction of its travel is 5000 N. The tensions \(T_1\) and \(T_2\) in N respectively are
Open complete paper
12
2012 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2012
A uniformly distributed load of 20 kN/m is acting on a 15 m long cantilever beam AB of area of cross section 2 m x 2 m, as shown in the figure. The beam is fixed at point A. The modulus of elasticity of the material is 1.0 GPa.

The maximum vertical displacement of the beam in m is
Open complete paper
13
2012 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2012
The figure shows a weightless beam PQ of length 8 m resting on a hinge support at P and on a roller support at R. A vertical force of 40 N is acting at a distance of 4 m from P. A uniformly distributed load of 10 N/m is acting on a length of 2 m of the beam from Q.

The magnitude of reaction force at R in N is

Source question diagram

Open complete paper
14
2013 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2013

A ball of weight W is supported on smooth walls as shown in the following figure. R1 and R2 are reactions from the walls 1 and 2. The free body diagram of the ball is represented by

Open complete paper
15
2013 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2013
In the following figure, the coefficient of kinetic friction between the trolley and the surface is 0.04. When the block is released from rest, the acceleration of the trolley in m/s² becomes

Source question diagram

Open complete paper
16
2014 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2014
A block of weight 100 kN rests on a floor as shown in the figure. The coefficient of static friction between the block and the floor is 0.5. A force of 45 kN is applied horizontally on the block. The static frictional force in kN is
Open complete paper
17
2014 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2014

A spring of constant stiffness k is stretched from point A to point B (displacement u in the figure) by a force F. The potential energy of the spring is expressed by

Open complete paper
18
2014 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2014
A particle P is in equilibrium as shown in the figure. The magnitude in kN and the orientation θ in degrees of the force F respectively are
Open complete paper
19
2016 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2016
A ladder placed against a frictionless wall at an inclination of 60° with horizontal, is in a state of limiting equilibrium. The ladder has a length of 13 m and a uniform mass of 4 kg/m. The coefficient of friction between the ladder and the floor is ______
Open complete paper
20
2016 · Mining Engineering · Geomechanics and Ground Control · Engineering Mechanics
Mining Engineering (MN) 2016
A U-tube manometer is subjected to differential pressure as shown. If specific gravity of kerosene is 0.8, the value of \((P_1 - P_2)\), in Pa, is__________.
Open complete paper

Showing 20 of 35 questions