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ENGINEERING MECHANICS
for
Mechanical Engineering
By
www.thegateacademy.com
Syllabus Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
Cross, 10th
Main, Jayanagar 4th
Block, Bangalore-11
: 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com
Syllabus for Engineering Mechanics
Equivalent force systems, free-body concepts, equations of equilibrium, trusses and frames,
virtual work and minimum potential energy. Kinematics and dynamics of particles and rigid
bodies, impulse and momentum (linear and angular), energy methods, central force motion.
Analysis of GATE Papers
(Engineering Mechanics)
Year Percentage of marks Overall Percentage
2013 3.00
3.18 %
2012 1.00
2011 5.00
2010 2.00
2009 3.00
2008 3.33
2007 2.00
2006 2.67
2005 6.67
Contents Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
Cross, 10th
Main, Jayanagar 4th
Block, Bangalore-11
: 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com
CC OO NN TT EE NN TT SS
Chapter Page No.
#1. Introduction 1
#2. Statics 2 - 65
Equivalent Force System 2 – 3
Equilibrium and Free Body Diagram 3 – 9
Friction 9
Virtual Work 9 – 10
Trusses and Frames 10 – 12
Solved Examples 13 – 47
Assignment 1 48 – 52
Assignment 2 52 – 55
Answer Keys 56
Explanations 56 – 65
#3. Dynamics 66 – 133
Kinematics of Rectilinear Motion 66 – 73
Kinematics of Curvilinear Motion 73 – 76
Acceleration Analysis in Cylindrical Coordinates 76 – 83
Kinetics of Rectilinear Motion 83 – 90
Moment of Inertia 90 – 98
Friction 98 – 100
Impulse and Momentum 101 – 104
Collision of Elastic Bodies 104 – 107
Conversion of Angular Momentum 108 – 111
Conservative / Non conservative Force 111 – 117
Assignment 1 118 – 121
Assignment 2 121 – 124
Answer Keys 125
Explanations 125 – 133
Module Test 134 – 145
 Test Questions 134 – 139
 Answer Keys 140
 Explanations 140 – 145
Reference Books 146
Chapter 1 Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
Cross, 10th
Main, Jayanagar 4th
Block, Bangalore-11
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CHAPTER 1
Introduction
Mechanics is the science which deals with the action of forces on different types of bodies either
in motion or at rest.
Engineering mechanics is the application of mechanics to solve problems involving common
engineering elements.
Engineering Mechanics can be broadly classified as:
In this course material we will study about the mechanics of particles and rigid bodies.
Particle: It is a portion of matter which is indefinitely small in size.
Rigid body: A rigid body may be defined as a body in which the relative positions of any two
particles do not change under the action of forces. Statics deals primarily with the calculation of
external forces which act on rigid body in equilibrium.
Engineering Mechanics
Mechanics of fluidsMechanics of solids
Rigid bodies Deformable bodies
Statics Dynamics
Kinematics Kinetics
Strength of materials,
Theory of elasticity,
Theory of plasticity
Chapter 2 Engineering Mechanics
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CHAPTER 2
STATICS
Introduction
Statics deals with system of forces that keeps a body in equilibrium. In other words the resultant
of force systems on the body are zero.
Force: A force is completely defined only when the following three characters are specified.
 Magnitude
 Point of application
 Line of action/Direction
Scalar and Vector: A quantity is said to be scalar if it is completely defined by its magnitude
alone. e.g. length, energy, work etc. A quantity is said to be vector if it is completely defined only
when its magnitude and direction is specified. e.g. force, acceleration.
Equivalent Force System
Coplanar force system: If all the forces in the system lie in a single plane, it is called coplanar
force system.
Concurrent force system: If line of action of all the forces in a system passes through a single
point it is called concurrent force system.
Collinear force system: In a system, all the forces parallel to each other, if line of action of all
forces lie along a single line then it is called a collinear force system.
Force system Example
Coplanar like parallel force is straight. Weight of stationary train on rail off the track
Coplanar concurrent Forces on a rod resting against wall.
Coplanar non- concurrent force Forces on a ladder resting against a wall when
a person stands on a rung which is not at its
center of gravity.
Non- coplanar parallel The weight of benches in class room
Non- coplanar concurrent force A tripod carrying camera
Non- coplanar non-concurrent force Forces acting on moving bus
Chapter 2 Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
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Newton’s law of motion
First Law: Everybody continues in its state of rest or of uniform motion in a straight line unless it
is compelled to change that state by force acting on it.
Second law: The rate of change of momentum of a body is directly proportional to the applied
force & it takes place in the direction in which the force acts.
F (m
dv
dt
)
Third law: For every action, there is an equal and opposite reaction.
Principle of transmissibility of force: The state of rest or motion of rigid body is unaltered if a
force action on a body is replaced by another force of the same magnitude and direction but
acting anywhere on the body along the line of action of applied force.
Parallelogram law of forces: If two forces acting simultaneously on a body at a point are
represented in magnitude and direction by the two adjacent sides of a parallelogram their
resultant is represented in magnitude and direction by the diagonal of the parallelogram which
passes through the point of intersection of the two sides representing the forces.
Equilibrium and Free Body Diagrams
Coplanar Concurrent Forces
Triangle law of forces: If two forces acting simultaneously on a body are represented by the sides
of triangle taken in order, their resultant is represented by the closing side of the triangle taken
in the opposite order.
Polygon law of forces
P1
P2P3
P4
P2
P4
C
P1
P3
E
R
B
A
R2
R1
D
A
B
P
P
Chapter 2 Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
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If a number of forces acting at a point be represented in magnitude and direction by the sides of
a polygon in order, then the resultant of all these forces may be represented in magnitude and
direction by the closing side of the polygon taken in opposite order
Resultant (R) = √
tan ( )
= angle between two forces, = inclination of resultant with force P1
When forces acting on a body are collinear, their resultant is equal to the algebraic sum of the
forces.
Lami’s theorem: (only three coplanar concurrent forces) If a body is in equilibrium under the
action of three forces, then each force is proportional to the sine of the angle between the other
two forces.
P
sin
P
sin
P
sin
Free body diagram: A free body diagram is a pictorial representation used to analyze the forces
acting on a free body. Once we decide which body or combination of bodies to analyze, we then
treat this body or combination as a single body isolated from all our surrounding bodies
A free body diagram shows all contact and non-contact forces acting on the body.
P1P2
P3
P2
P1
P3
a
b
c
P2
B C
DE
P1
A
Chapter 2 Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
Cross, 10th
Main, Jayanagar 4th
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Sample Free body diagrams
A ladder resting on smooth wall
A cantilever beam
A block on a ramp
In a free body diagram all the contacts/supports are replaced by reaction forces which will exert
on the structure. A mechanical system comprises of different types of contacts/supports.
Types of contacts/supports
Following types of mechanical contacts can be found in various structures:
 Flexible cable, belt, chain or rope
mgm
Free body diagram
of just the block
̂
̂
F3
F2 F1
V V
V V
F
M
W=m
g
y
x
SMOOTH
SMOOTH
P
600N
G
W
600N
R1
P
R2
Chapter 2 Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
Cross, 10th
Main, Jayanagar 4th
Block, Bangalore-11
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Force exerted by the cable is always a tension away from the body in the direction of the cable.
 Smooth surfaces
Contact force is compressive and is normal to the surface.
 Rough surfaces
Rough surfaces are capable of supporting a tangential component F (frictional force as well as a
normal component N of the resultant R.
 Roller support
Roller, rocker or ball support transmits a compressive force normal to supporting surface.
 Freely sliding guide
N N
N
N
F
R N
N
θ
θ
Weight of cable negligible
Weight of cable not negligible θ
θ
T
T
Chapter 2 Engineering Mechanics
THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th
Cross, 10th
Main, Jayanagar 4th
Block, Bangalore-11
: 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 7
Collar or slider support force normal to guide only. There is no tangential force as surfaces are
considered to be smooth.
 Pin connection
A freely hinged pin supports a force in any direction in the plane normal to the axis; usually
shown as two components Rx and Ry. A pin not free to turn also supports a couple M.
 Built in or fixed end
A built-in or fixed end supports an axial force F, a transverse force V, and a bending moment M.
Coplanar Non-Concurrent Forces
Varignon’s theorem: The algebraic sum of the moments of a system of coplanar forces about a
momentum center in their plane is equal to the moment of their resultant forces about the same
moment center.
R.d = P1.d1 +P2.d2
Effect of couple is unchanged if
 Couple is rotated through any angle.
 Couple is shifted to any position.
 The couple is replaced by another pair of forces whose rotated effect is the same.
 Couple is free vector
A
B
R
A
M
F
V
A
Weld
O
r
A
R
y
Rx Rx
Ry
M
Mechanical Engineering  : Engineering mechanics, THE GATE ACADEMY

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Mechanical Engineering : Engineering mechanics, THE GATE ACADEMY

  • 1.
  • 3. Syllabus Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Syllabus for Engineering Mechanics Equivalent force systems, free-body concepts, equations of equilibrium, trusses and frames, virtual work and minimum potential energy. Kinematics and dynamics of particles and rigid bodies, impulse and momentum (linear and angular), energy methods, central force motion. Analysis of GATE Papers (Engineering Mechanics) Year Percentage of marks Overall Percentage 2013 3.00 3.18 % 2012 1.00 2011 5.00 2010 2.00 2009 3.00 2008 3.33 2007 2.00 2006 2.67 2005 6.67
  • 4. Contents Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com CC OO NN TT EE NN TT SS Chapter Page No. #1. Introduction 1 #2. Statics 2 - 65 Equivalent Force System 2 – 3 Equilibrium and Free Body Diagram 3 – 9 Friction 9 Virtual Work 9 – 10 Trusses and Frames 10 – 12 Solved Examples 13 – 47 Assignment 1 48 – 52 Assignment 2 52 – 55 Answer Keys 56 Explanations 56 – 65 #3. Dynamics 66 – 133 Kinematics of Rectilinear Motion 66 – 73 Kinematics of Curvilinear Motion 73 – 76 Acceleration Analysis in Cylindrical Coordinates 76 – 83 Kinetics of Rectilinear Motion 83 – 90 Moment of Inertia 90 – 98 Friction 98 – 100 Impulse and Momentum 101 – 104 Collision of Elastic Bodies 104 – 107 Conversion of Angular Momentum 108 – 111 Conservative / Non conservative Force 111 – 117 Assignment 1 118 – 121 Assignment 2 121 – 124 Answer Keys 125 Explanations 125 – 133 Module Test 134 – 145  Test Questions 134 – 139  Answer Keys 140  Explanations 140 – 145 Reference Books 146
  • 5. Chapter 1 Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 1 CHAPTER 1 Introduction Mechanics is the science which deals with the action of forces on different types of bodies either in motion or at rest. Engineering mechanics is the application of mechanics to solve problems involving common engineering elements. Engineering Mechanics can be broadly classified as: In this course material we will study about the mechanics of particles and rigid bodies. Particle: It is a portion of matter which is indefinitely small in size. Rigid body: A rigid body may be defined as a body in which the relative positions of any two particles do not change under the action of forces. Statics deals primarily with the calculation of external forces which act on rigid body in equilibrium. Engineering Mechanics Mechanics of fluidsMechanics of solids Rigid bodies Deformable bodies Statics Dynamics Kinematics Kinetics Strength of materials, Theory of elasticity, Theory of plasticity
  • 6. Chapter 2 Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 2 CHAPTER 2 STATICS Introduction Statics deals with system of forces that keeps a body in equilibrium. In other words the resultant of force systems on the body are zero. Force: A force is completely defined only when the following three characters are specified.  Magnitude  Point of application  Line of action/Direction Scalar and Vector: A quantity is said to be scalar if it is completely defined by its magnitude alone. e.g. length, energy, work etc. A quantity is said to be vector if it is completely defined only when its magnitude and direction is specified. e.g. force, acceleration. Equivalent Force System Coplanar force system: If all the forces in the system lie in a single plane, it is called coplanar force system. Concurrent force system: If line of action of all the forces in a system passes through a single point it is called concurrent force system. Collinear force system: In a system, all the forces parallel to each other, if line of action of all forces lie along a single line then it is called a collinear force system. Force system Example Coplanar like parallel force is straight. Weight of stationary train on rail off the track Coplanar concurrent Forces on a rod resting against wall. Coplanar non- concurrent force Forces on a ladder resting against a wall when a person stands on a rung which is not at its center of gravity. Non- coplanar parallel The weight of benches in class room Non- coplanar concurrent force A tripod carrying camera Non- coplanar non-concurrent force Forces acting on moving bus
  • 7. Chapter 2 Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 3 Newton’s law of motion First Law: Everybody continues in its state of rest or of uniform motion in a straight line unless it is compelled to change that state by force acting on it. Second law: The rate of change of momentum of a body is directly proportional to the applied force & it takes place in the direction in which the force acts. F (m dv dt ) Third law: For every action, there is an equal and opposite reaction. Principle of transmissibility of force: The state of rest or motion of rigid body is unaltered if a force action on a body is replaced by another force of the same magnitude and direction but acting anywhere on the body along the line of action of applied force. Parallelogram law of forces: If two forces acting simultaneously on a body at a point are represented in magnitude and direction by the two adjacent sides of a parallelogram their resultant is represented in magnitude and direction by the diagonal of the parallelogram which passes through the point of intersection of the two sides representing the forces. Equilibrium and Free Body Diagrams Coplanar Concurrent Forces Triangle law of forces: If two forces acting simultaneously on a body are represented by the sides of triangle taken in order, their resultant is represented by the closing side of the triangle taken in the opposite order. Polygon law of forces P1 P2P3 P4 P2 P4 C P1 P3 E R B A R2 R1 D A B P P
  • 8. Chapter 2 Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 4 If a number of forces acting at a point be represented in magnitude and direction by the sides of a polygon in order, then the resultant of all these forces may be represented in magnitude and direction by the closing side of the polygon taken in opposite order Resultant (R) = √ tan ( ) = angle between two forces, = inclination of resultant with force P1 When forces acting on a body are collinear, their resultant is equal to the algebraic sum of the forces. Lami’s theorem: (only three coplanar concurrent forces) If a body is in equilibrium under the action of three forces, then each force is proportional to the sine of the angle between the other two forces. P sin P sin P sin Free body diagram: A free body diagram is a pictorial representation used to analyze the forces acting on a free body. Once we decide which body or combination of bodies to analyze, we then treat this body or combination as a single body isolated from all our surrounding bodies A free body diagram shows all contact and non-contact forces acting on the body. P1P2 P3 P2 P1 P3 a b c P2 B C DE P1 A
  • 9. Chapter 2 Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 5 Sample Free body diagrams A ladder resting on smooth wall A cantilever beam A block on a ramp In a free body diagram all the contacts/supports are replaced by reaction forces which will exert on the structure. A mechanical system comprises of different types of contacts/supports. Types of contacts/supports Following types of mechanical contacts can be found in various structures:  Flexible cable, belt, chain or rope mgm Free body diagram of just the block ̂ ̂ F3 F2 F1 V V V V F M W=m g y x SMOOTH SMOOTH P 600N G W 600N R1 P R2
  • 10. Chapter 2 Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 6 Force exerted by the cable is always a tension away from the body in the direction of the cable.  Smooth surfaces Contact force is compressive and is normal to the surface.  Rough surfaces Rough surfaces are capable of supporting a tangential component F (frictional force as well as a normal component N of the resultant R.  Roller support Roller, rocker or ball support transmits a compressive force normal to supporting surface.  Freely sliding guide N N N N F R N N θ θ Weight of cable negligible Weight of cable not negligible θ θ T T
  • 11. Chapter 2 Engineering Mechanics THE GATE ACADEMY PVT.LTD. H.O.: #74, Keshava Krupa (third Floor), 30th Cross, 10th Main, Jayanagar 4th Block, Bangalore-11 : 080-65700750,  info@thegateacademy.com © Copyright reserved. Web: www.thegateacademy.com Page 7 Collar or slider support force normal to guide only. There is no tangential force as surfaces are considered to be smooth.  Pin connection A freely hinged pin supports a force in any direction in the plane normal to the axis; usually shown as two components Rx and Ry. A pin not free to turn also supports a couple M.  Built in or fixed end A built-in or fixed end supports an axial force F, a transverse force V, and a bending moment M. Coplanar Non-Concurrent Forces Varignon’s theorem: The algebraic sum of the moments of a system of coplanar forces about a momentum center in their plane is equal to the moment of their resultant forces about the same moment center. R.d = P1.d1 +P2.d2 Effect of couple is unchanged if  Couple is rotated through any angle.  Couple is shifted to any position.  The couple is replaced by another pair of forces whose rotated effect is the same.  Couple is free vector A B R A M F V A Weld O r A R y Rx Rx Ry M