Free Body Dig Ram
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Transcript of Free Body Dig Ram
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T
A B
The Concurrent System
The Free BodyDiagram
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Concept of Free Body
DiagramsParticle System
Rigid Body
Systems
Concept of
EquilibrantGraphical
Determination of
Equilibrant
Applied and
Reaction Forces in
Beams
Types of
Beam
Supports
Free Body diagram
of Rigid Bodies
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Free Body Diagrams
Essential step in solving Equilibrium problems
Complex Structural systems reduced into concise
FORCE systems
WHAT IS A FREE BODY DIAGRAM?
A FBD is a simplified representation of a PARTICLE
or RIGID BODY that is isolated from its surroundings
and on which all applied forces and reactions are
shown.
All forces acting on a particle original body must be
considered, and equally important any force not directly
applied on the body must be excluded.
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W
AB
C
W
BC
BA
Free Body Diagram
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Draw the Free Body Diagrams
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REAL LIFE CONCURRENT
SYSTEMS
Equilibrium of a Particle
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1. Two cables support the traffic light weighing 250 pounds. Determine the tension in the
cables AB and BC.
Solution: Resolving T
1along x and y directions:
Resolving T2 along x and y directions:
.
r20 r30 A B
r20 r30
200lb
A C
BT1 T2
T1T2
T1Y T2Y
T1X T2X
T3=200lb
12
21
21
21
085.1
866.0*9396.0*
30cos20cos
0
T T
T T
T T
T T F R X X x x
!
!
r!r
!!!§
2005.0342.0
20030sin20sin
0200
21
21
21
!
!rr
!!!§
T T
T T
T T F R y y y y
1
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Substituting equation 1 in the above equation, we get
.342T1+.5425T2=200
.8845T1=200
T1=226lb
From equation 1 we get
T2=1.085*226
T2= 245.56lb
Answers:
Tension in cable AB = 226lb
Tension in cable BC = 245.56lb
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Q=800#
P=?
Force in
Boom= 4000#
?
A B
C
Problem
Q30! U
Q60! U Q
30! U
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W=100#
A
C D
E
B Q30! U
4
3
BA=?
BC=?
CD=?
CE=?
ProblemChange
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400#
F1
F2
300N
450N
F1
X
Y
X
XX
Y
Y Y
Q30!U
Q60! U
F
3 kN
7 kN
4.5 kN
7.5 kN
2.25 kN
F
Q60! U
Q30!U
P P
PP
1
2
3
4
U U
UQ
20! U
4
3
12
5
3
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CONCEPT OF THE EQUIBILIRIANT
Resultant
1 F
2 F
Equilibrant
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Line of action of CB
Line of action of CA
Q30
Q60
X
Y
W=200#
Q
30
Q30
Q60
Q
60
RESULTANT EQUILIBRIANT
TIP-TO-TAIL
METHOD A B
C
Measure CB
and CA
200 #
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Q60
Q
30
Q30
Q30
Q60
Q60PARALLELOGRAM
METHOD
RESULTANTEQUILIBRIANT
A B
C
CA
Measure CB and CA
200 #
200 #
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ASimple Supported Beam
A Cantilever Beam
RIGID BODY SYSTEMS
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A Propped Cantilever with Three
Concentrated Load
A Simply Supported Beam with
Three concentrated Loads
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APPLIED AND REACTION FORCES IN BEAMS
In the Chapter on Force Systems, we discussed the concept
of APPLIED FORCES, REACTION FORCES and
INTERNAL FORCES
Here we well discuss the relevance and importance of
APPLIED FORCES and REACTION FORCES in thecase of Beams.
Before we proceed further please study the animated
visuals on the next slide
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APPLIED FORCES AND REACTION FORCES ON
RIGID BODY SYSTEMS
A Foundation resting on Soil, with
APPLIED FORCES and REACTION
FORCES
A Simple Supported Beams with APPLIED
FORCES and REACTION FORCES
A Cantilever Beam with APPLIED
FORCES and REACTION
FORCES
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A Beam is an example of Rigid Body. Generally loads are
applied on the beams. And the beams develop reactions. We
named the loads hat are applied on the beams like DeadLoad, Live Load, Wind Load. Earthquake Loads as
APPLIED FORCES, and the consequent reactions that are
simultaneously developed as REACTION FORCES. These
REACTION FORCES generally develop at the supports. We
use the same color code as described earlier for clarity.
The reactions develop as a direct consequence of Newton¶s
Third Law,. Which states that for every action there is an
equal and opposite reaction. In the three examples presented,
if we separate the rigid body for its supports we can see
equal and opposite forces acting at the supports..
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From the above we can describe the concept of the
FREE BODY DIAGRAM of a Rigid Body as folows. It
is representing the rigid body with all the Forces- theAPPLIED FORCES and REACTION FORCES acting
on it
It is axiomatic that the Rigid Body must be in
equilibrium under the action of the APPLIEDFORCES and the REACTION FORCES. Hence the
FREE BODY DIAGRAMS can also be called as
EQUILIBRIUM DIAGRAMS, even though the former
name is more popular.
Finding the REACTION of beams for various types of
APPLIED LOADS is a basic requirement in STATICS
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The above diagrams, which show the complete systemof applied and reactive forces acting on a body, are
called free body diagrams.
The whole system of applied and reactive forces acting
on a body must be in a state of equilibrium. Free-body
diagrams are, consequently ,often called equilibriumdiagrams.
Drawing equilibrium diagrams and finding
reactions for loaded structural members is acommon first step in a complete structural
analysis
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Roller, Hinge and Fixed Supports
Hinge
supports
Roller Supports
Fixed Supports
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ROLLER SUPPORT
Applied Force
Reactive Forces
The Reactive Force must
always be perpendicular to
the surface for a ROLLER
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Roller Support
Roller Support allows horizontal movement
It allows the beam to bend
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Rocker Support
A Rocker Support is similar to the Roller Support
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A variation of Roller Support
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PIN or HINGE SUPPORT
Applied Force
Reactive Force
The Reactive Force can be in
any direction
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Pin or Hinge Support
Pin support does no allow any movement
It allows the beam to bend
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FIXED SUPPORT
No movement
No Rotation
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Half the strength of the Bridge is lost by notallowing the Bridge to expand due to the
Temperature Rise
Why Roller Support is Important?
500 ft. 2.34´
T= 100 degT= 40 deg
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Why Hinge Support is Important ?
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Why Fixed Support is Important?
A Cantilever has to be fixed to support a load
Hinge
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REAL LIFE HINGES
A Steel Hinge A Concrete Hinge A Neoprene Pad Hinge
The shear deformation of
the Neoprene pad mimics
the horizontal movement of
a Roller
The close confinement of the
steel rods will not allow moment
transfer, but only Vertical &
Horizontal Forces
Top part
Bottom
part
Pin
The rotation of
the top part
about the pin
allows a Hinge
action
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Question 1. What is the difference between aRigid Body and a Particle
Question 2: Explain the Difference between aRoller Support, Hinge Support and Fixed
Support
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FREE BODY DIAGRAMS OF RIGID SYSTEMS
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Free Body Diagrams
1. Try to draw the free body diagram for a axle of a bicycle wheel as shownbelow:
2. Draw the free body diagram for a propped cantilever shown below:
3. Does a Neoprene pad bearing function like a Hinge or a Roller.
4. Attempt to draw the Free body diagram for the circled part of the building
P
Axle
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5. Draw the Free Body Diagram for the following Dam:
Water