SlideShare a Scribd company logo
1 of 37
Project inrodused to
dr.ahmad alshorman
Prepared by :
Osamah zahi melhem
Ahmad bassab alkhazaleh
Salah tawalbeh
Equilibrium of a particle
A particle is in equilibrium if the vector
sum of the external forces acting on it
is zero. Hence a particle is in
equilibrium if:
1. It is at rest and remains at rest −
Static.Equilibrium
2. It moves with constant velocity −
Dynamic.Equilibrium
What’s the particle
The particle is a model of a real body.
The word "particle" does not imply
that the particle is a small body.
Modelling a body as particle is
equivalent to the assumption that all
forces applied on body act at the
same point. This assumption is
acceptable in many.practical
engineering applications
Forces affect on Particles
Statics (MET 2214)
Prof. Simin Nasseri
Free Body Diagram (FBD)
How to draw a Free Body
Diagram:
Draw outlined shape - Imagine the
particle isolated or cut “free” from
its surroundings
Show all forces and moments -
Include “active forces” and
“reactive forces”. Place each
force and couple at the point that
it is applied.
Statics (MET 2214)
Prof. Simin Nasseri
FBD
Statics (MET 2214)
Prof. Simin Nasseri
FBD F.B.D of the ring A:
Equilibrium equations in
component form
1-in 2-d
2-in 3 -d
Example of 2-D
Example of 3-D
Statics (MET 2214)
Prof. Simin Nasseri
Example 1
The sphere has a mass of 6 kg and is supported
as shown. Draw a free-body diagram of the
sphere, cord CE, and the knot at C.
Statics (MET 2214)
Prof. Simin Nasseri
Sphere
There are two forces acting on the sphere. These are its weight
and the force of cord CE.
The weight is: W = 6 kg (9.81 m/s2) = 58.9 N.
Statics (MET 2214)
Prof. Simin Nasseri
FBD of sphere
This is the way we show the FBD of the sphere:
FCE
58.9 N
Statics (MET 2214)
Prof. Simin Nasseri
Cord CE
There are two forces acting on the cord. These are the
force of the sphere, and the force of the knot. A cord
is a tension only member. Newton’s third law
applies.
Statics (MET 2214)
Prof. Simin Nasseri
Knot at C
There are three forces acting on the knot at C. These
are the force of the cord CBA, and the force of the
cord CE, and the force of the spring CD.
Statics (MET 2214)
Prof. Simin Nasseri
FBD of the knot at C
FCE
FCBA
FCD
C
60o
Statics (MET 2214)
Prof. Simin Nasseri
Example 2
Draw the FBD diagram of the ring A:
W= 2.452 KN
Statics (MET 2214)
Prof. Simin Nasseri
FBD of the ring A
Is this the FBD of A?
No! this is not the free
body diagram of A!
Statics (MET 2214)
Prof. Simin Nasseri
FBD of the ring A
Statics (MET 2214)
Prof. Simin Nasseri
Example 3
Draw the free body diagrams of C and E and the cable CE:
Statics (MET 2214)
Prof. Simin Nasseri
FBD of E
Statics (MET 2214)
Prof. Simin Nasseri
FBD of C
Statics (MET 2214)
Prof. Simin Nasseri
FBD of cable EC
Statics (MET 2214)
Prof. Simin Nasseri
Example 4
Draw the FBD of ring A.
W=78.5 N
Statics (MET 2214)
Prof. Simin Nasseri
FBD of A
Statics (MET 2214)
Prof. Simin Nasseri
Part 2
Applying the Equilibrium Equations
Statics (MET 2214)
Prof. Simin Nasseri
FBD
Draw the free body diagrams:
W
N
W
N
f
Normal force = The force you have when there is a contact between
surfaces
(the ball is in contact with the ground).
Friction force = You have this when the surface in contact is not
frictionless and the friction prevents the motion of the object.
30
Statics (MET 2214)
Prof. Simin Nasseri
FBD
0
0
x
y
F
F




W
N
W
N
f
30
0
0
x
y
F
F




x
y
x
y
Statics (MET 2214)
Prof. Simin Nasseri
y
FBD
W
N
N
f
N = W
N - W.cos 30 = 0
f - W.sin 30 = 0
W.cos30
W.sin30
x
x
y
Statics (MET 2214)
Prof. Simin Nasseri
Example 2:
Determine the tension in cables AB and AD for
equilibrium of the 250 kg engine.
FBD of the ring A
B
0, cos30 0
0, sin30 2.452 0
Solving for T :
sin30 2.452 , 4.90
Subsituting into the first equation:
4.25
x B D
y B
B B
D
F T T
F T kN
T kN T kN
T kN
  
  
 



Solution of Example 2
According to the free body diagram of the ring A, we have
three forces acting on the ring. The forces TB and TD have
unknown magnitudes but known directions. Cable AC
exerts a downward force on A equal to:
W = (250kg)(9.81m/s2) = 2452N = 2.245KN
TBcos30
TBsin30
Moment
In statics, moments are effects (of a force) that cause
rotation. When computing equilibrium, you must be
able to calculate a moment for every force on your
free-body diagram. To determine a force's moment,
you use one of two different calculations, as you can
see in the following list.
calculations
Scalar calculation (for two dimensions): To
calculate the moment about a Point O in scalar
calculations, you need the magnitude of the force
and the perpendicular distance from Point O to
the line of action of the ForceF.
Vector calculation (for two or three
dimensions): To compute the moment vector
about a Point O in vector calculations, you must
determine the Force F in Cartesian vector form
and the position vector from Point O to the line of
action of the Force F.
Figures of moment
Moment of a couple
If two opposite moments act to cause an object
to rotate, such as when your two hand are at
the 'quarter-past-three' position on a car
steering wheel, it is called a couple. The
moment of a couple is called the torque. It is
quite often said of engines and applys to the
ability of the engine to turn the wheels, or
wrongly by Jeremy Clarkson from 'Top
Gear' as in, "This engine has a lot of torques."
an example of a moment of a couple

More Related Content

What's hot

Kinematics of a particle
Kinematics of a particle Kinematics of a particle
Kinematics of a particle shaifulawie77
 
Principle of Virtual Work in structural analysis
Principle of Virtual Work in structural analysisPrinciple of Virtual Work in structural analysis
Principle of Virtual Work in structural analysisMahdi Damghani
 
D alemberts principle
D alemberts principleD alemberts principle
D alemberts principlePralhad Kore
 
Shear And Moment Diagrams
Shear And Moment DiagramsShear And Moment Diagrams
Shear And Moment DiagramsAmr Hamed
 
Lecture 11 shear stresses in beams
Lecture 11 shear stresses in beamsLecture 11 shear stresses in beams
Lecture 11 shear stresses in beamsDeepak Agarwal
 
Solution to-2nd-semester-soil-mechanics-2015-2016
Solution to-2nd-semester-soil-mechanics-2015-2016Solution to-2nd-semester-soil-mechanics-2015-2016
Solution to-2nd-semester-soil-mechanics-2015-2016chener Qadr
 
Macaulay's Method
Macaulay's Method Macaulay's Method
Macaulay's Method Wyman Words
 
General Curvilinear Motion &Motion of a Projectile
General Curvilinear Motion &Motion of a ProjectileGeneral Curvilinear Motion &Motion of a Projectile
General Curvilinear Motion &Motion of a ProjectileAbduljalil AlAbidi
 
Concurrent Forces
Concurrent ForcesConcurrent Forces
Concurrent Forcesguestb54490
 
Chapter 5: Axial Force, Shear, and Bending Moment
Chapter 5: Axial Force, Shear, and Bending MomentChapter 5: Axial Force, Shear, and Bending Moment
Chapter 5: Axial Force, Shear, and Bending MomentMonark Sutariya
 
Center of pressure
Center of pressureCenter of pressure
Center of pressurerawaabdullah
 
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]Muhammad Irfan
 
Beam deflections using singularity functions
Beam deflections using singularity functionsBeam deflections using singularity functions
Beam deflections using singularity functionsaabhash
 
Lec5-Torsion of thin walled beams
Lec5-Torsion of thin walled beamsLec5-Torsion of thin walled beams
Lec5-Torsion of thin walled beamsMahdi Damghani
 
Chapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural membersChapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural membersISET NABEUL
 
Curvilinear motion of a particle
Curvilinear motion of a particleCurvilinear motion of a particle
Curvilinear motion of a particleKhanSaif2
 
Friction And Wedges
Friction And WedgesFriction And Wedges
Friction And Wedgesvinaykumars
 
Aci reinforcement limits
Aci reinforcement limitsAci reinforcement limits
Aci reinforcement limitsMeesum Zaidi
 

What's hot (20)

Kinematics of a particle
Kinematics of a particle Kinematics of a particle
Kinematics of a particle
 
Principle of Virtual Work in structural analysis
Principle of Virtual Work in structural analysisPrinciple of Virtual Work in structural analysis
Principle of Virtual Work in structural analysis
 
psad 1.pdf
psad 1.pdfpsad 1.pdf
psad 1.pdf
 
D alemberts principle
D alemberts principleD alemberts principle
D alemberts principle
 
Shear And Moment Diagrams
Shear And Moment DiagramsShear And Moment Diagrams
Shear And Moment Diagrams
 
Lecture 11 shear stresses in beams
Lecture 11 shear stresses in beamsLecture 11 shear stresses in beams
Lecture 11 shear stresses in beams
 
Lateral Earth pressure
Lateral Earth pressureLateral Earth pressure
Lateral Earth pressure
 
Solution to-2nd-semester-soil-mechanics-2015-2016
Solution to-2nd-semester-soil-mechanics-2015-2016Solution to-2nd-semester-soil-mechanics-2015-2016
Solution to-2nd-semester-soil-mechanics-2015-2016
 
Macaulay's Method
Macaulay's Method Macaulay's Method
Macaulay's Method
 
General Curvilinear Motion &Motion of a Projectile
General Curvilinear Motion &Motion of a ProjectileGeneral Curvilinear Motion &Motion of a Projectile
General Curvilinear Motion &Motion of a Projectile
 
Concurrent Forces
Concurrent ForcesConcurrent Forces
Concurrent Forces
 
Chapter 5: Axial Force, Shear, and Bending Moment
Chapter 5: Axial Force, Shear, and Bending MomentChapter 5: Axial Force, Shear, and Bending Moment
Chapter 5: Axial Force, Shear, and Bending Moment
 
Center of pressure
Center of pressureCenter of pressure
Center of pressure
 
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
 
Beam deflections using singularity functions
Beam deflections using singularity functionsBeam deflections using singularity functions
Beam deflections using singularity functions
 
Lec5-Torsion of thin walled beams
Lec5-Torsion of thin walled beamsLec5-Torsion of thin walled beams
Lec5-Torsion of thin walled beams
 
Chapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural membersChapter 4-internal loadings developed in structural members
Chapter 4-internal loadings developed in structural members
 
Curvilinear motion of a particle
Curvilinear motion of a particleCurvilinear motion of a particle
Curvilinear motion of a particle
 
Friction And Wedges
Friction And WedgesFriction And Wedges
Friction And Wedges
 
Aci reinforcement limits
Aci reinforcement limitsAci reinforcement limits
Aci reinforcement limits
 

Similar to Project introduces equilibrium of particles

Statics free body diagram
Statics free body diagramStatics free body diagram
Statics free body diagramGourav Kapoor
 
Equilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2DEquilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2Drasel2211
 
Equilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2DEquilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2Drasel2211
 
Handbook to ssc je mechanical
Handbook to ssc je mechanical Handbook to ssc je mechanical
Handbook to ssc je mechanical mechanical Singh
 
moments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khanmoments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khanSelf-employed
 
engineering mechanics - statics and dynamics
engineering mechanics - statics and dynamicsengineering mechanics - statics and dynamics
engineering mechanics - statics and dynamicsVelmuruganV15
 
Unit ii equilibrium of rigid bodies
Unit ii equilibrium of rigid bodiesUnit ii equilibrium of rigid bodies
Unit ii equilibrium of rigid bodiesBaluMahendran17
 
Structure Design-I (Moments)
Structure Design-I (Moments)Structure Design-I (Moments)
Structure Design-I (Moments)Simran Vats
 
Engineering Mechanics Chapter 5 Equilibrium of a Rigid Body
Engineering Mechanics  Chapter 5  Equilibrium of a Rigid BodyEngineering Mechanics  Chapter 5  Equilibrium of a Rigid Body
Engineering Mechanics Chapter 5 Equilibrium of a Rigid BodyAhmadHajasad2
 
Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01frans2014
 
Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)all_engineering
 
forces-and-motion-ppt.docx lecture in Physical Science
forces-and-motion-ppt.docx lecture in Physical Scienceforces-and-motion-ppt.docx lecture in Physical Science
forces-and-motion-ppt.docx lecture in Physical ScienceLopeBallovarBaylonJr
 
Energy 2019 (1).ppt
Energy 2019 (1).pptEnergy 2019 (1).ppt
Energy 2019 (1).pptlissasalloum
 

Similar to Project introduces equilibrium of particles (20)

Statics free body diagram
Statics free body diagramStatics free body diagram
Statics free body diagram
 
Resultant of forces
Resultant of forcesResultant of forces
Resultant of forces
 
Equilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2DEquilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2D
 
Equilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2DEquilibrium and Equation of Equilibrium:2D
Equilibrium and Equation of Equilibrium:2D
 
Handbook to ssc je mechanical
Handbook to ssc je mechanical Handbook to ssc je mechanical
Handbook to ssc je mechanical
 
Stresses and strains (Part 1)
Stresses and strains (Part 1)Stresses and strains (Part 1)
Stresses and strains (Part 1)
 
moments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khanmoments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khan
 
engineering mechanics - statics and dynamics
engineering mechanics - statics and dynamicsengineering mechanics - statics and dynamics
engineering mechanics - statics and dynamics
 
Unit ii equilibrium of rigid bodies
Unit ii equilibrium of rigid bodiesUnit ii equilibrium of rigid bodies
Unit ii equilibrium of rigid bodies
 
Ch3
Ch3Ch3
Ch3
 
Structure Design-I (Moments)
Structure Design-I (Moments)Structure Design-I (Moments)
Structure Design-I (Moments)
 
Gr
GrGr
Gr
 
Engineering Mechanics Chapter 5 Equilibrium of a Rigid Body
Engineering Mechanics  Chapter 5  Equilibrium of a Rigid BodyEngineering Mechanics  Chapter 5  Equilibrium of a Rigid Body
Engineering Mechanics Chapter 5 Equilibrium of a Rigid Body
 
Mechanics 3
Mechanics 3Mechanics 3
Mechanics 3
 
Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01
 
Mekanika teknik
Mekanika teknikMekanika teknik
Mekanika teknik
 
Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)
 
forces-and-motion-ppt.docx lecture in Physical Science
forces-and-motion-ppt.docx lecture in Physical Scienceforces-and-motion-ppt.docx lecture in Physical Science
forces-and-motion-ppt.docx lecture in Physical Science
 
Energy 2019 (1).ppt
Energy 2019 (1).pptEnergy 2019 (1).ppt
Energy 2019 (1).ppt
 
Structures and Materials- Section 1 Statics
Structures and Materials- Section 1 StaticsStructures and Materials- Section 1 Statics
Structures and Materials- Section 1 Statics
 

Project introduces equilibrium of particles

  • 1. Project inrodused to dr.ahmad alshorman Prepared by : Osamah zahi melhem Ahmad bassab alkhazaleh Salah tawalbeh
  • 2. Equilibrium of a particle A particle is in equilibrium if the vector sum of the external forces acting on it is zero. Hence a particle is in equilibrium if: 1. It is at rest and remains at rest − Static.Equilibrium 2. It moves with constant velocity − Dynamic.Equilibrium
  • 3. What’s the particle The particle is a model of a real body. The word "particle" does not imply that the particle is a small body. Modelling a body as particle is equivalent to the assumption that all forces applied on body act at the same point. This assumption is acceptable in many.practical engineering applications
  • 4. Forces affect on Particles
  • 5. Statics (MET 2214) Prof. Simin Nasseri Free Body Diagram (FBD) How to draw a Free Body Diagram: Draw outlined shape - Imagine the particle isolated or cut “free” from its surroundings Show all forces and moments - Include “active forces” and “reactive forces”. Place each force and couple at the point that it is applied.
  • 6. Statics (MET 2214) Prof. Simin Nasseri FBD
  • 7. Statics (MET 2214) Prof. Simin Nasseri FBD F.B.D of the ring A:
  • 8. Equilibrium equations in component form 1-in 2-d 2-in 3 -d
  • 11. Statics (MET 2214) Prof. Simin Nasseri Example 1 The sphere has a mass of 6 kg and is supported as shown. Draw a free-body diagram of the sphere, cord CE, and the knot at C.
  • 12. Statics (MET 2214) Prof. Simin Nasseri Sphere There are two forces acting on the sphere. These are its weight and the force of cord CE. The weight is: W = 6 kg (9.81 m/s2) = 58.9 N.
  • 13. Statics (MET 2214) Prof. Simin Nasseri FBD of sphere This is the way we show the FBD of the sphere: FCE 58.9 N
  • 14. Statics (MET 2214) Prof. Simin Nasseri Cord CE There are two forces acting on the cord. These are the force of the sphere, and the force of the knot. A cord is a tension only member. Newton’s third law applies.
  • 15. Statics (MET 2214) Prof. Simin Nasseri Knot at C There are three forces acting on the knot at C. These are the force of the cord CBA, and the force of the cord CE, and the force of the spring CD.
  • 16. Statics (MET 2214) Prof. Simin Nasseri FBD of the knot at C FCE FCBA FCD C 60o
  • 17. Statics (MET 2214) Prof. Simin Nasseri Example 2 Draw the FBD diagram of the ring A: W= 2.452 KN
  • 18. Statics (MET 2214) Prof. Simin Nasseri FBD of the ring A Is this the FBD of A? No! this is not the free body diagram of A!
  • 19. Statics (MET 2214) Prof. Simin Nasseri FBD of the ring A
  • 20. Statics (MET 2214) Prof. Simin Nasseri Example 3 Draw the free body diagrams of C and E and the cable CE:
  • 21. Statics (MET 2214) Prof. Simin Nasseri FBD of E
  • 22. Statics (MET 2214) Prof. Simin Nasseri FBD of C
  • 23. Statics (MET 2214) Prof. Simin Nasseri FBD of cable EC
  • 24. Statics (MET 2214) Prof. Simin Nasseri Example 4 Draw the FBD of ring A. W=78.5 N
  • 25. Statics (MET 2214) Prof. Simin Nasseri FBD of A
  • 26. Statics (MET 2214) Prof. Simin Nasseri Part 2 Applying the Equilibrium Equations
  • 27. Statics (MET 2214) Prof. Simin Nasseri FBD Draw the free body diagrams: W N W N f Normal force = The force you have when there is a contact between surfaces (the ball is in contact with the ground). Friction force = You have this when the surface in contact is not frictionless and the friction prevents the motion of the object. 30
  • 28. Statics (MET 2214) Prof. Simin Nasseri FBD 0 0 x y F F     W N W N f 30 0 0 x y F F     x y x y
  • 29. Statics (MET 2214) Prof. Simin Nasseri y FBD W N N f N = W N - W.cos 30 = 0 f - W.sin 30 = 0 W.cos30 W.sin30 x x y
  • 30. Statics (MET 2214) Prof. Simin Nasseri Example 2: Determine the tension in cables AB and AD for equilibrium of the 250 kg engine. FBD of the ring A
  • 31. B 0, cos30 0 0, sin30 2.452 0 Solving for T : sin30 2.452 , 4.90 Subsituting into the first equation: 4.25 x B D y B B B D F T T F T kN T kN T kN T kN            Solution of Example 2 According to the free body diagram of the ring A, we have three forces acting on the ring. The forces TB and TD have unknown magnitudes but known directions. Cable AC exerts a downward force on A equal to: W = (250kg)(9.81m/s2) = 2452N = 2.245KN TBcos30 TBsin30
  • 32. Moment In statics, moments are effects (of a force) that cause rotation. When computing equilibrium, you must be able to calculate a moment for every force on your free-body diagram. To determine a force's moment, you use one of two different calculations, as you can see in the following list.
  • 33. calculations Scalar calculation (for two dimensions): To calculate the moment about a Point O in scalar calculations, you need the magnitude of the force and the perpendicular distance from Point O to the line of action of the ForceF. Vector calculation (for two or three dimensions): To compute the moment vector about a Point O in vector calculations, you must determine the Force F in Cartesian vector form and the position vector from Point O to the line of action of the Force F.
  • 35.
  • 36. Moment of a couple If two opposite moments act to cause an object to rotate, such as when your two hand are at the 'quarter-past-three' position on a car steering wheel, it is called a couple. The moment of a couple is called the torque. It is quite often said of engines and applys to the ability of the engine to turn the wheels, or wrongly by Jeremy Clarkson from 'Top Gear' as in, "This engine has a lot of torques."
  • 37. an example of a moment of a couple