this is the PPT on first module of the engineering mechanics:
FORCE SYSTEM:
CONTENTS;
Introduction to Mechanics, Laws of mechanics, Newton's Laws, Law of Parallelogram, Law of transmissibility, Characteristics of force, System of Forces, Method of resolution and composition moment of a force,
Law of Moments, Varignon's Theorem, Problems on the moment, Resultant, Equivalent force& couple, properties of a couple
The following are the fundamental laws of mechanics:
(i) Newton’s first law
(ii) Newton’s second law
(iii) Newton’s third law
(iv) Newton’s gravitational law
(v) Law of transmissibility of forces
(vi) Parallelogram law of forces
Booster Questions???
1.What happens according to Newton if you let an untied balloon go????
2. Describe what happens if you are riding a skateboard and hit something (like a curb) with the front wheels???
3. Describe why you hold your gun next to your shoulder while deer hunting????
4. Why should we wear seatbelts – use one of Newton’s Laws in your answer?
5. How can Newton’s laws be used to explain how rockets are launched into space?
6. Explain how each of Newton’s laws affects a game of Tug of War.
Characteristics of force
Questions:
1. Define Mechanics. What are the different branches of mechanics?
2. What are the characteristics of force?
Force System
Coplanar
Concurrent
Collinear
Parallel
Like
Unlike
Non Concurrent & Non Parallel (General)
Non-coplanar
Concurrent
Collinear
Parallel
Like
Unlike
Non Concurrent & Non Parallel (General)
Forces added to obtain a single force which produces the same effect as the original system of forces.
This single force is known as Resultant force.
The process of finding the resultant force is called composition of forces.
There are two methods of finding resultant
Analytical method
Graphical method
Analytical methods are
Parallelogram law &
Method of Resolution
2. Module 1: Force System 8hrs
Module 2 : Equilibrium 7hrs
Module 3: Center of Gravity and Moment of Inertia 7 hrs.
Module 4: Friction 6hrs
Module 5 : Kinematics 6hrs
Module 6 : Kinetics 6hrs
C
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2
3. Prof. V.V.Nalawade 3
Engineering Mechanics
• Dr. R.K. Bansal
• N.H. Dubey
• Beer & Johnston
• K. L. Kumar
• R. V. Kulkarni
Applied Mechanics
• R. S. Khurmi
• Sunil Deo
• R. K. Singer
Reference Books
11. Prof. V.V.Nalawade 11
Sr.
No.
Topic Learning Objective
(TLO)
CO BL
CA
Code
1
To recall the basic principles of
mechanics
CO1 L1 1.2, 1.3
2
To describe the concepts on
mechanics and its practical
implementation
CO1 L2 1.1, 1.2
3
To identify the force system and
calculate the resultant of it
CO1 L3
1.2, 2.1,
12.2
4
To analyze the numerical of
different cases
CO1 L3 2.1, 12.2
Learning Outcome:
At the end of the topic the student should be able to:
17. automobiles, aircrafts, electric motors, robots,
television, mobile , satellite, projectile of missiles,
launching of rockets, radar communication, trusses,
lifting machines like crane, hoist, screw jack,
elevator, conveyor belt, cargo ship, submarine, etc.
Prof. V.V.Nalawade 17
18. Laws of Mechanics
The following are the fundamental laws of mechanics:
(i) Newton’s first law
(ii) Newton’s second law
(iii) Newton’s third law
(iv) Newton’s gravitational law
(v) Law of transmissibility of forces
(vi) Parallelogram law of forces
Prof. V.V.Nalawade 1
8
24. Prof. V.V.Nalawade 24
Because the
amount of
acceleration of a
body is
proportional to
the acting force
and inversely
proportional to
the mass of the
body
30. Prof. V.V.Nalawade 30
1.What happens according to Newton if you let an
untied balloon go????
Balloon
goes up
Air goes
down
3 rd Law
Air will rush out of the balloon
forcing the balloon to move
through the air in the opposite
direction, but equal in force.
31. Prof. V.V.Nalawade 31
2. Describe what happens if you are riding a skateboard
and hit something (like a curb) with the front wheels???
32. Prof. V.V.Nalawade 32
2. Describe what happens if you are riding a skateboard
and hit something (like a curb) with the front wheels???
1 st Law
Your body will keep moving forward and fly off your
skateboard since the curb only stops the board, not
yourself.
33. Prof. V.V.Nalawade 33
3. Describe why you hold your gun next to your
shoulder while deer hunting????
34. Prof. V.V.Nalawade 34
3. Describe why you hold your gun next to your
shoulder while deer hunting????
3 rd Law
When you pull the gun’s trigger, it
forces the bullet out of the gun, but
at the same time, the gun is forced
in the opposite direction of the
bullet (towards you). Your shoulder
is a new force that is introduced in
order to keep your gun from flying
away from you.
35. Prof. V.V.Nalawade 35
4. Why should we wear seatbelts – use one of Newton’s
Laws in your answer?
36. Prof. V.V.Nalawade 36
4. Why should we wear seatbelts – use one of Newton’s
Laws in your answer?
We should wear seatbelts so if we are in an accident our body
doesn’t keep moving at the same speed and in the same direction
that the car was going. A new force would be introduced to our
bodies (the seatbelt) in order to keep our bodies in place.
38. Prof. V.V.Nalawade 38
Newton’s third law would tell us that when the rocket
pushes out fire with a specific amount of force, the rocket
will move in the opposite direction, but with the same
amount of force. This is what causes the rocket to shoot
up into the air.
40. Prof. V.V.Nalawade 40
6. Explain how each of Newton’s laws affects a game of
Tug of War.
•First Law: The rope will stay in the same place until the tugging starts
(a new force is introduced)
•Second Law: We could measure a team’s force that they can pull the
rope with based on their body masses and the acceleration that they
are causing the rope to move at.
•Third Law: 1 team pulls the rope towards themselves with a certain
amount of force and the opposing team is also putting force on the rope.
The same amount of force is applied from the ground to the people as
they are putting on the ground.
47. System of Forces
Several forces acting simultaneously upon a body
Force System
Coplanar
Concurrent Collinear
Parallel
Like Unlike
Non Concurrent
& Non Parallel
(General)
Non-coplanar
Concurrent Collinear
Parallel
Like Unlike
Non Concurrent
& Non Parallel
(General)
Prof. V.V.Nalawade 4
7
50. Composition of forces
Forces added to obtain a single force which produces
the same effect as the original system of forces.
This single force is known as Resultant force.
The process of finding the resultant force is called
composition of forces.
Prof. V.V.Nalawade 50
51. Composition of forces
There are two methods of finding resultant
1. Analytical method
2. Graphical method
Analytical methods are
Parallelogram law &
Method of Resolution
Prof. V.V.Nalawade 51
53. Type I: Problems on Composition of Forces by
Parallelogram and Triangle Law
Sin Sin Sin
R P Q
Where,
R = Resultant of force P & Q
θ = Angle Between P & R
β = Angle Between P & Q
α = Angle Between Q & R
1.1 Law Of Parallelogram:- 1.2 Triangle Law :-
Prof. V.V.Nalawade 5
3
54. Ex.1. Find the resultant of the following forces
• Solution : Method i) By Parallelogram Law
Prof. V.V.Nalawade 54
3 N
4N
3 N
4N
R
α
R = 5 N
60. Resolution of forces
• The way of representing a single force into number of
forces without changing the effect of the force on
the body is called as resolution of forces.
Prof. V.V.Nalawade 60
R
Fx
Fy
62. Ex. 1. Two Forces act at an angle of 120°. The bigger force is of 40N and the resultant
is perpendicular to the smaller one. Find the smaller force.
Prof. V.V.Nalawade 6
2
F2 = 20 N
63. Ex. 2. Resolve the 100 N force acting a 30° to horizontal into two component one along
horizontal and other along 120° to horizontal.
Prof. V.V.Nalawade 6
3
64. Resolution of a force into two mutually perpendicular
components (Rectangular Components)
• Let a force F be inclined at an angle as shown in fig.
We have to resolve it into two mutually perpendicular
components Fx along X- Axis and Fy along Y- Axis.
Prof. V.V.Nalawade 64
A
B
O
• From point A on the line of action of
a force, draw perpendicular AB on
X-Axis.
• Now we have to calculate the
lengths OB & AB.
• Length OB represents the
magnitude of X component i.e. (Fx)
• & Similarly AB represents (Fy)
65. Prof. V.V.Nalawade 65
• In ∆ AOB,
OB = OA cos θ
But OA = F
Therefore, OB = F cos θ
Lets say OB = Fx, as it is the magnitude of
x-component
Hence, Fx = F cos θ
A
B
O
Fy
Fx
66. Prof. V.V.Nalawade 66
• In ∆ OBA,
AB = OA sin θ
But OA = F
Therefore, AB = F sin θ
Lets say AB = Fy, as it is the magnitude of y-
component
Hence, Fy = F sin θ
A
B
O
Fy
Fx
67. Resolution of a force into two non perpendicular
components (Oblique Components)
• A force can also be resolved along the two
directions which are not at right angles to
each other.
• In ∆OAC, Applying sine rule, we get
Prof. V.V.Nalawade 67
α
β
(α+β)
F1
F2
F1
F2
O
B C
A
F
F2
F1
α
β
68. Resolution of Force By Perpendicular component
cos
sin
x
y
F F
F F
1st Quad = Fx (+ve) & Fy (-ve)
2nd Quad = Fx (-ve) & Fy (+ve)
3rd Quad = Fx (-ve) & Fy (-ve)
4th Quad = Fx (+ve) & Fy (-ve)
Where,
Fx = Horizontal component of
Force
Fy = Vertical Component of
force
Prof. V.V.Nalawade 6
8
69. Q. 2 Find the Component of force 100 N passing
through the points (0,2) & (-1,2)
Prof. V.V.Nalawade 69
-1
1
-2
2
(-1,2) (0,2)
F = 100 N
-1
1
-2
2
(-1,2) (0,2)
F = 100 N
Θ = 0
cos
sin
x
y
F F
F F
Fx = 100N
Fy = 0
Θ = 180
Fx = -100N
Fy = 0
70. Resolution of Force By Non-Perpendicular component
1st Quad = Fx (+ve) & Fy (-ve)
2nd Quad = Fx (-ve) & Fy (+ve)
3rd Quad = Fx (-ve) & Fy (-ve)
4th Quad = Fx (+ve) & Fy (-ve)
Prof. V.V.Nalawade 7
0
F
F2
F1
α
β
73. Method of resolution
STEPWISE PROCEDURE OF METHOD OF
RESOLUTION:
i. Resolve all forces horizontally and find the algebraic
sum of all the horizontal components (i.e., ΣFx)
ii. Resolve all forces vertically and find the algebraic sum
of all the vertical components (i.e., ΣFy).
iii. The resultant R of the given forces will be given by the
equation:
iv. The resultant force will be inclined at an angle θ, with
the horizontal, such that
v. Position of the resultant
Prof. V.V.Nalawade 73
74. 1.4 Design steps of resolution of concurrent force system :-
Case I :- When magnitude and direction
of all forces in the force system is given
& resultant is to be determined
Step 1:- Find ΣFx (Horizontal
Component)
Step 2:- Find ΣFy (Vertical Component)
Step 3:- Find Magnitude of Resultant
Step 4:- Find Direction of Resultant
Step 5:- Find Position of Resultant
2 2
x y
R F F
1
tan y
x
F
F
Case II :- When resultant is horizontal
Σ Fx = R and Σ Fy = 0
Case III :- When resultant is Vertical
Σ Fx = 0 and Σ Fy = R
Case IV :- When resultant is Zero
Σ Fx = 0 and Σ Fy = 0
Case V :- When magnitude & Direction
of resultant is given & magnitude &
direction of any one force among the
force system is to be determined
Σ Fx = R cos θ and Σ Fy = R sin θ
θ is measured w.r.t X-axis
Prof. V.V.Nalawade 7
4
82. Moment of forces
• The rotational effect produced by force is
known as moment of force.
• It is equal to the magnitude of force
multiplied by the perpendicular distance of
the point from the line of action of the force.
• M = F x d
• Unit N.m , KN.m , N.mm etc.,
Prof. V.V.Nalawade 82
84. Law of Moments
• It states that, “ In equilibrium when no of
coplanar forces act on a body, the sum of the
clockwise moments@ any point in their plane is
equal to the sum of the anticlockwise
moments @ the same point.
• Algebraic sum Clockwise moments = Algebraic
sum Anti-Clockwise moments @ same point
Prof. V.V.Nalawade 84
85. • Moment about pivot
• 500*2 = 1000*1
• 1000 = 1000
• Algebraic sum Clockwise moments = Algebraic
sum Anti-Clockwise moments @ same point
Prof. V.V.Nalawade 85
86. To find beam
reaction
To find forces in
frames
Prof. V.V.Nalawade 86
Use of Law of Moments
87. Varignon’s theorem of moments
• It status that, “ The algebraic sum of moments of all
forces about any point is equal to the moments of
their resultant about the same point.”
• Let ƩMFA = Algebraic sum of moments of all forces
about any point A
• ƩMRA = Moment of resultant force about same point A
• Then ƩMFA = ƩMRA
• i.e. F1.x1 + F2.x2 + F3.x3+……..+Fn.Xn = R.x
Prof. V.V.Nalawade 87
88. Use of Varignon’s theorem of moments
Prof. V.V.Nalawade 88
• This theorem is very useful in locating the
position of the resultant of non- concurrent
forces.
89. Examples of Moment of forces
• Rotation of door
• Tightening of nut by spanner
• Compass etc.,
Prof. V.V.Nalawade 89
90. Couple
• Two non-colinear, equal, unlike, parallel forces
forms a couple.
• As the forces are equal & opposite their
resultant is ZERO.
• Hence couple produces only rotary motion
without producing linear motion.
Prof. V.V.Nalawade 90
92. Lever Arm OR Arm of the Couple
• The distance between two forces of a couple
is known as lever arm.
• SI unit of couple is same as moment i.e. N.m,
N.mm, KN.m, KN.mm etc.,
Prof. V.V.Nalawade 92
a
P
P
94. Properties of Couple
• The resultant of the force of a couple is always
ZERO. i.e. R = P – P = 0
• The moment of couple is equal to the product
of one of the force and lever arm.
i.e. M = P x a
Prof. V.V.Nalawade 94
a
P
P
95. Properties of Couple
• The moment of couple about any point is
constant.
• Moment of couple = P x a
• Moment of couple @ C = P*AC – P*BC = P*a
• Moment of couple @ D = - P*AD + P*BD = P*a
Prof. V.V.Nalawade 95
a
P
P
D C
B
A
96. Properties of Couple
• A couple can be balanced only by another
couple of equal and opposite moment.
• Two or more couples are said to be equal
when they have same sense or moment
• Moment = 100 *1=100 N. m= 10*10=100N.m
= 50*2=100 N.m Prof. V.V.Nalawade 96
2 m
50 N
50 N
10 m
10 N
10 N
1 m
100 N
100 N
97. Properties of Couple
• Couple can only rotate the body but cannot
translate the body.
• A couple does not have moment centre, like
moment of force.
Prof. V.V.Nalawade 97
100. 1.5 Moment of force:-
M= F x d
Unit = N.m or KN.m
Clockwise = +ve
Anticlockwise = -ve
Couple:-
M= F x d
Unit = N.m or KN.m
Clockwise = +ve
Anticlockwise = -ve
Varignon’s Theorem:-
Moment of resultant about any point A = Σ of moments
of all the forces about same point A.
R x d = Σ M
Prof. V.V.Nalawade 1
0
101. 1.6 Resultant of parallel force
system:-
Step 1:- Find R = ΣF
Step 2:- Find ΣM @ O
Step 3:- Apply Varignon’s theorem
ΣM @ O = R. d
Step 4:- Find position of resultant
w.r.t. O
i) ΣF (upward) = Σmo (+ve)
ii) ΣF (downward) =Σmo (-ve)
1.7 Resultant of general force
system:-
Step 1:- Find ΣFx (Horizontal Component)
Step 2:- Find ΣFy (Vertical Component)
Step 3:- Find Magnitude of Resultant
Step 4:- Find Direction of Resultant
Step 5:- Find ΣM @O
Step 6:-:- Apply Varignon’s theorem
ΣM @ O = R. d
Step 4:- Find position of resultant w.r.t. O
2 2
x y
R F F
1
tan y
x
F
F
Prof. V.V.Nalawade 1
0
102. Method of approach to solve Coplanar (2D) problems
Problem
2-D
Concurrent
Not Equilibrium
(Resultant)
1. Parallelogram Law
2. Triangle law
3. Polygon law
4. Method of projections
Equilibrium
(Unknowns)
F =0
x
Fy=0
Non-concurrent
Not Equilibrium
(Resultant)
1.Choose a reference Point
2.Shift all the forces to a point
3.Find the resultant force and
couple at that point
4.Reduce the force-couple
system to a single force
Equilibrium
(Unknowns)
ΣFx=0
ΣFy=0
ΣMz=0
Prof. V.V.Nalawade 1
0
106. Ex.2. The resultant of the four concurrent forces as shown in
Fig acts along Y-axis and is equal to 300N.Determine the
forces P and Q.
Problem – 2D- Concurrent - Resultant
F x
0
9
F y
R 300N
Prof. V.V.Nalawade 1
0
107. F x
800380QSin45 Psin50 0
F y
QCos45 PCos50 R 300
Solve quadratic equation and find
P = 511 N
Q = - 40.3N
Problem solution
F x 0
Fy
R 300N
Prof. V.V.Nalawade 1
0
109. Determine the resultant of the following figure
Problem – 2D- Non Concurrent - Resultant
Problem
Prof. V.V.Nalawade 1
0
110. Resultant of General forces in a plane –
Coplanar non-concurrent
Step 2: Shift all the forces to a point
Step 3: Find the resultant force Step 4: Reduce resultant force
Step 1: Choose a reference point
Prof. V.V.Nalawade 1
1
111. Resultant – Non-concurrent general forces in a plane
Step:1: Choose A as reference Point Step:2: Shift all forces to point A
Step:4: Reduce it to a single force
Step 3: Find resultant force and couple
x = 1880/600
x = 3.13m
Problem solution:
Prof. V.V.Nalawade 1
1
112. Determine the resultant of the following figure
Problem – 2D- Non Concurrent - Resultant
Problem
Prof. V.V.Nalawade 1
1
113. Example:
Resultant – Non-concurrent general forces in a plane
Determine the resultant force of the non-concurrent forces as shown in
plate and distance of the resultant force from point O͛.
Step:2
Step:4
Step:3
Step:1
Problem solution
Prof. V.V.Nalawade 1
1