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5.2 Free-Body Diagrams

FBD is the best method to represent all the
known and unknown forces in a system
FBD is a sketch of the outlined shape of the
body, which represents it being isolated from
its surroundings
Necessary to show all the forces and couple
moments that the surroundings exert on the
body so that these effects can be accounted
for when equations of equilibrium are applied
5.2 Free-Body Diagrams
5.2 Free-Body Diagrams
5.2 Free-Body Diagrams
5.2 Free-Body Diagrams

Support Reactions
 If the support prevents the translation of a body
 in a given direction, then a force is developed on
 the body in that direction
 If rotation is prevented, a couple moment is
 exerted on the body
 Consider the three ways a horizontal member,
 beam is supported at the end
 - roller, cylinder
 - pin
 - fixed support
5.2 Free-Body Diagrams

Support Reactions
Roller or cylinder
 Prevent the beam from
 translating in the vertical
 direction
 Roller can only exerts a
 force on the beam in the
 vertical direction
5.2 Free-Body Diagrams

Support Reactions
Pin
  The pin passes through a hold in the beam
  and two leaves that are fixed to the ground
  Prevents translation of the beam in any
  direction Φ
  The pin exerts a force F on the beam in this
  direction
5.2 Free-Body Diagrams

Support Reactions
Fixed Support
  This support prevents both
  translation and rotation of the beam
  A couple and moment must be
  developed on the beam at its point of
  connection
  Force is usually represented in x and
  y components
5.2 Free-Body Diagrams

        Cable exerts a force on the
        bracket
        Type 1 connections


        Rocker support for this bridge
        girder allows horizontal
        movements so that the bridge
        is free to expand and contract
        due to temperature
        Type 5 connections
5.2 Free-Body Diagrams

      Concrete Girder rest on the
      ledge that is assumed to act
      as a smooth contacting
      surface
      Type 6 connections

      Utility building is pin
      supported at the top of the
      column
      Type 8 connections
5.2 Free-Body Diagrams

       Floor beams of this building
       are welded together and
       thus form fixed connections
       Type 10 connections
5.2 Free-Body Diagrams
External and Internal Forces
 A rigid body is a composition of particles, both
 external and internal forces may act on it
 For FBD, internal forces act between particles
 which are contained within the boundary of the
 FBD, are not represented
 Particles outside this boundary exert external
 forces on the system and must be shown on FBD
 FBD for a system of connected bodies may be
 used for analysis
5.2 Free-Body Diagrams

Weight and Center of Gravity
 When a body is subjected to gravity, each
 particle has a specified weight
 For entire body, consider gravitational forces as
 a system of parallel forces acting on all particles
 within the boundary
 The system can be represented by a single
 resultant force, known as weight W of the body
 Location of the force application is known as the
 center of gravity
5.2 Free-Body Diagrams

Weight and Center of Gravity
 Center of gravity occurs at the geometric
 center or centroid for uniform body of
 homogenous material
 For non-homogenous bodies and usual
 shapes, the center of gravity will be given
5.2 Free-Body Diagrams

Idealized Models
 Needed to perform a correct force analysis
 of any object
 Careful selection of supports, material,
 behavior and dimensions for trusty results
 Complex cases may require developing
 several different models for analysis
5.2 Free-Body Diagrams

Idealized Models
 Consider a steel beam used to support the
 roof joists of a building
 For force analysis, reasonable to assume
 rigid body since small deflections occur when
 beam is loaded
 Bolted connection at A will allow for slight
 rotation when load is applied => use Pin
5.2 Free-Body Diagrams
Support at B offers no resistance to horizontal
  movement => use Roller
  Building code requirements used to specify the
  roof loading (calculations of the joist forces)
  Large roof loading forces account for extreme
  loading cases and for dynamic or vibration
  effects
  Weight is neglected when it is small compared to
  the load the beam supports
5.2 Free-Body Diagrams

Idealized Models
 Consider lift boom, supported by pin
 at A and hydraulic cylinder at BC
 (treat as weightless link)
 Assume rigid material with density
 known
 For design loading P, idealized model
 is used for force analysis
 Average dimensions used to specify
 the location of the loads and supports
5.2 Free-Body Diagrams

Procedure for Drawing a FBD
1. Draw Outlined Shape
    Imagine body to be isolated or cut free from its
    constraints
    Draw outline shape

2. Show All Forces and Couple Moments
    Identify all external forces and couple moments
    that act on the body
5.2 Free-Body Diagrams
Procedure for Drawing a FBD
   Usually due to
   - applied loadings
   - reactions occurring at the supports or at
   points of contact with other body
   - weight of the body
   To account for all the effects, trace over the
   boundary, noting each force and couple
   moment acting on it

3. Identify Each Loading and Give Dimensions
    Indicate dimensions for calculation of forces
5.2 Free-Body Diagrams

Procedure for Drawing a FBD
   Known forces and couple moments should
   be properly labeled with their magnitudes
   and directions
   Letters used to represent the magnitudes
   and direction angles of unknown forces and
   couple moments
   Establish x, y and coordinate system to
   identify unknowns
5.2 Free-Body Diagrams

Example 5.1
Draw the free-body diagram of the uniform
beam. The beam has a mass of 100kg.
5.2 Free-Body Diagrams

Solution
Free-Body Diagram
5.2 Free-Body Diagrams

Solution
  Support at A is a fixed wall
  Three forces acting on the beam at A denoted as Ax,
  Ay, Az, drawn in an arbitrary direction
  Unknown magnitudes of these vectors
  Assume sense of these vectors
  For uniform beam,
      Weight, W = 100(9.81) = 981N
  acting through beam’s center of gravity, 3m from A
5.2 Free-Body Diagrams

Example 5.2
Draw the free-body diagram of
the foot lever. The operator
applies a vertical force to the
pedal so that the spring is
stretched 40mm and the force
in the short link at B is 100N.
5.2 Free-Body Diagrams

Solution
  Lever loosely bolted to frame at A
  Rod at B pinned at its ends and acts as a
  short link
  For idealized model of the lever,
5.2 Free-Body Diagrams

Solution
  Free-Body Diagram




 Pin support at A exerts components Ax and Ay on
 the lever, each force with a known line of action
 but unknown magnitude
5.2 Free-Body Diagrams

Solution
  Link at B exerts a force 100N acting in the
  direction of the link
  Spring exerts a horizontal force on the lever
      Fs = ks = 5N/mm(40mm) = 200N
  Operator’s shoe exert vertical force F on the
  pedal
  Compute the moments using the dimensions on
  the FBD
  Compute the sense by the equilibrium equations
5.2 Free-Body Diagrams

Example 5.3
Two smooth pipes, each
having a mass of 300kg, are
supported by the forks of the
tractor. Draw the free-body
diagrams for each pipe and
both pipes together.
5.2 Free-Body Diagrams

Solution
  For idealized models,

 Free-Body Diagram
 of pipe A
5.2 Free-Body Diagrams

Solution
  For weight of pipe A, W = 300(9.81) = 2943N
  Assume all contacting surfaces are smooth, reactive
  forces T, F, R act in a direction normal to tangent at
  their surfaces of contact
  Free-Body Diagram at pipe B
5.2 Free-Body Diagrams

Solution
*Note: R represent the force of A on B, is equal
and opposite to R representing the force of B on A
  Contact force R is considered an internal force, not
  shown on FBD
  Free-Body Diagram of both pipes
5.2 Free-Body Diagrams

Example 5.4
Draw the free-body diagram
of the unloaded platform that
is suspended off the edge of
the oil rig. The platform has a
mass of 200kg.
5.2 Free-Body Diagrams

Solution
  Idealized model considered in
  2D because by observation,
  loading and the dimensions are
  all symmetrical about a vertical
  plane passing through the
  center
  Connection at A assumed to be
  a pin and the cable supports the
  platform at B
5.2 Free-Body Diagrams

Solution
  Direction of the cable and average dimensions
  of the platform are listed and center of gravity
  has been determined
  Free-Body Diagram
5.2 Free-Body Diagrams

Solution
  Platform’s weight = 200(9.81) = 1962N
  Force components Ax and Ay along with
  the cable force T represent the
  reactions that both pins and cables
  exert on the platform
  Half of the cables magnitudes is
  developed at A and half developed at B
5.2 Free-Body Diagrams

Example 5.5
The free-body diagram of each object is
drawn. Carefully study each solution and
identify what each loading represents.
5.2 Free-Body Diagrams

Solution
5.2 Free-Body Diagrams

Solution

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6161103 5.2 free body diagrams

  • 1. 5.2 Free-Body Diagrams FBD is the best method to represent all the known and unknown forces in a system FBD is a sketch of the outlined shape of the body, which represents it being isolated from its surroundings Necessary to show all the forces and couple moments that the surroundings exert on the body so that these effects can be accounted for when equations of equilibrium are applied
  • 5. 5.2 Free-Body Diagrams Support Reactions If the support prevents the translation of a body in a given direction, then a force is developed on the body in that direction If rotation is prevented, a couple moment is exerted on the body Consider the three ways a horizontal member, beam is supported at the end - roller, cylinder - pin - fixed support
  • 6. 5.2 Free-Body Diagrams Support Reactions Roller or cylinder Prevent the beam from translating in the vertical direction Roller can only exerts a force on the beam in the vertical direction
  • 7. 5.2 Free-Body Diagrams Support Reactions Pin The pin passes through a hold in the beam and two leaves that are fixed to the ground Prevents translation of the beam in any direction Φ The pin exerts a force F on the beam in this direction
  • 8. 5.2 Free-Body Diagrams Support Reactions Fixed Support This support prevents both translation and rotation of the beam A couple and moment must be developed on the beam at its point of connection Force is usually represented in x and y components
  • 9. 5.2 Free-Body Diagrams Cable exerts a force on the bracket Type 1 connections Rocker support for this bridge girder allows horizontal movements so that the bridge is free to expand and contract due to temperature Type 5 connections
  • 10. 5.2 Free-Body Diagrams Concrete Girder rest on the ledge that is assumed to act as a smooth contacting surface Type 6 connections Utility building is pin supported at the top of the column Type 8 connections
  • 11. 5.2 Free-Body Diagrams Floor beams of this building are welded together and thus form fixed connections Type 10 connections
  • 12. 5.2 Free-Body Diagrams External and Internal Forces A rigid body is a composition of particles, both external and internal forces may act on it For FBD, internal forces act between particles which are contained within the boundary of the FBD, are not represented Particles outside this boundary exert external forces on the system and must be shown on FBD FBD for a system of connected bodies may be used for analysis
  • 13. 5.2 Free-Body Diagrams Weight and Center of Gravity When a body is subjected to gravity, each particle has a specified weight For entire body, consider gravitational forces as a system of parallel forces acting on all particles within the boundary The system can be represented by a single resultant force, known as weight W of the body Location of the force application is known as the center of gravity
  • 14. 5.2 Free-Body Diagrams Weight and Center of Gravity Center of gravity occurs at the geometric center or centroid for uniform body of homogenous material For non-homogenous bodies and usual shapes, the center of gravity will be given
  • 15. 5.2 Free-Body Diagrams Idealized Models Needed to perform a correct force analysis of any object Careful selection of supports, material, behavior and dimensions for trusty results Complex cases may require developing several different models for analysis
  • 16. 5.2 Free-Body Diagrams Idealized Models Consider a steel beam used to support the roof joists of a building For force analysis, reasonable to assume rigid body since small deflections occur when beam is loaded Bolted connection at A will allow for slight rotation when load is applied => use Pin
  • 17. 5.2 Free-Body Diagrams Support at B offers no resistance to horizontal movement => use Roller Building code requirements used to specify the roof loading (calculations of the joist forces) Large roof loading forces account for extreme loading cases and for dynamic or vibration effects Weight is neglected when it is small compared to the load the beam supports
  • 18. 5.2 Free-Body Diagrams Idealized Models Consider lift boom, supported by pin at A and hydraulic cylinder at BC (treat as weightless link) Assume rigid material with density known For design loading P, idealized model is used for force analysis Average dimensions used to specify the location of the loads and supports
  • 19. 5.2 Free-Body Diagrams Procedure for Drawing a FBD 1. Draw Outlined Shape Imagine body to be isolated or cut free from its constraints Draw outline shape 2. Show All Forces and Couple Moments Identify all external forces and couple moments that act on the body
  • 20. 5.2 Free-Body Diagrams Procedure for Drawing a FBD Usually due to - applied loadings - reactions occurring at the supports or at points of contact with other body - weight of the body To account for all the effects, trace over the boundary, noting each force and couple moment acting on it 3. Identify Each Loading and Give Dimensions Indicate dimensions for calculation of forces
  • 21. 5.2 Free-Body Diagrams Procedure for Drawing a FBD Known forces and couple moments should be properly labeled with their magnitudes and directions Letters used to represent the magnitudes and direction angles of unknown forces and couple moments Establish x, y and coordinate system to identify unknowns
  • 22. 5.2 Free-Body Diagrams Example 5.1 Draw the free-body diagram of the uniform beam. The beam has a mass of 100kg.
  • 24. 5.2 Free-Body Diagrams Solution Support at A is a fixed wall Three forces acting on the beam at A denoted as Ax, Ay, Az, drawn in an arbitrary direction Unknown magnitudes of these vectors Assume sense of these vectors For uniform beam, Weight, W = 100(9.81) = 981N acting through beam’s center of gravity, 3m from A
  • 25. 5.2 Free-Body Diagrams Example 5.2 Draw the free-body diagram of the foot lever. The operator applies a vertical force to the pedal so that the spring is stretched 40mm and the force in the short link at B is 100N.
  • 26. 5.2 Free-Body Diagrams Solution Lever loosely bolted to frame at A Rod at B pinned at its ends and acts as a short link For idealized model of the lever,
  • 27. 5.2 Free-Body Diagrams Solution Free-Body Diagram Pin support at A exerts components Ax and Ay on the lever, each force with a known line of action but unknown magnitude
  • 28. 5.2 Free-Body Diagrams Solution Link at B exerts a force 100N acting in the direction of the link Spring exerts a horizontal force on the lever Fs = ks = 5N/mm(40mm) = 200N Operator’s shoe exert vertical force F on the pedal Compute the moments using the dimensions on the FBD Compute the sense by the equilibrium equations
  • 29. 5.2 Free-Body Diagrams Example 5.3 Two smooth pipes, each having a mass of 300kg, are supported by the forks of the tractor. Draw the free-body diagrams for each pipe and both pipes together.
  • 30. 5.2 Free-Body Diagrams Solution For idealized models, Free-Body Diagram of pipe A
  • 31. 5.2 Free-Body Diagrams Solution For weight of pipe A, W = 300(9.81) = 2943N Assume all contacting surfaces are smooth, reactive forces T, F, R act in a direction normal to tangent at their surfaces of contact Free-Body Diagram at pipe B
  • 32. 5.2 Free-Body Diagrams Solution *Note: R represent the force of A on B, is equal and opposite to R representing the force of B on A Contact force R is considered an internal force, not shown on FBD Free-Body Diagram of both pipes
  • 33. 5.2 Free-Body Diagrams Example 5.4 Draw the free-body diagram of the unloaded platform that is suspended off the edge of the oil rig. The platform has a mass of 200kg.
  • 34. 5.2 Free-Body Diagrams Solution Idealized model considered in 2D because by observation, loading and the dimensions are all symmetrical about a vertical plane passing through the center Connection at A assumed to be a pin and the cable supports the platform at B
  • 35. 5.2 Free-Body Diagrams Solution Direction of the cable and average dimensions of the platform are listed and center of gravity has been determined Free-Body Diagram
  • 36. 5.2 Free-Body Diagrams Solution Platform’s weight = 200(9.81) = 1962N Force components Ax and Ay along with the cable force T represent the reactions that both pins and cables exert on the platform Half of the cables magnitudes is developed at A and half developed at B
  • 37. 5.2 Free-Body Diagrams Example 5.5 The free-body diagram of each object is drawn. Carefully study each solution and identify what each loading represents.