chapter 4 part 1 notes
TRANSCRIPT
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BIOE 3110
Introduction to Biomechanics
Eda Yildirim-Ayan
Bioengineering Department
Chapter 4Analyses of System in Equilibrium
Principles of statics and their applications
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Chapter 4- Analyses of System in Equilibrium
Newtons Laws
Conditions of EquilibriumFree-Body Diagram
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Equilibrium in Mechanics
and Rigid Body
In mechanics, the term equilibrium implies that
The body of concern is either at rest or moving
with constant velocity.
Rigid Body: Undergo no deformation under the
effect of externally applied forces
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Equilibrium in Mechanics
The entire structure of mechanics is based on Newtons Laws
Newtons First Law
Newtons Second Law
Newtons Third Law
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First
Law
An object at rest
tends to stay atrest and anobject in motiontends to stay inmotion unlessacted upon by anunbalanced
force.
Second
Law
Force equalsmass timesacceleration.
F = ma
Third
Law
Newtons Laws
For every action
there is anequal andoppositereaction.
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Equilibrium in Mechanics
Newtons Second Law (F=ma)
If Fnet 0 and Mnet 0 then a 0
If Fnet =0 and Mnet=0 then a =0 (velocity is constant or 0)
When a=0 then the body is in equilibrium
When =0 then the body is in static equilibrium
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Conditions for Equilibrium in Mechanics
Two conditions need to be satisfied for equilibrium
1. It has to be in translational equilibrium (net force=0)
F =0
2. It has to be in rotational equilibrium (net moment=0)
M =0
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Conditions for Equilibrium in Mechanics
- Translational equilibrium-
Translational equilibrium (net force=0) F =0
F = F1+ F2+ F3=0
Fx=0, Fy=0, Fz=0
Net Force acting on x, y,
and z directions must
be equal to zero.
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Conditions for Equilibrium in Mechanics
- Rotational Equilibrium-
Rotational equilibrium (net moment=0) M =0
M = M1+ M2+ M3=0
Mx=0
My=0
Mz=0
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Procedure to Analyze Systems in
Equilibrium
1. Draw a simple diagram of the system
2. Draw free-body diagram of the parts in the system
Show all known and unknown forces and moments
Indicate correct directions of the known forces and moments
If directions are unknown, predict directions for them, at the
end of the analysis the correct directions will be identified.
For instance if the result is positive numerical value, it means
the right direction for that force or moment was picked.
3. Adopt a proper coordinate system
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Procedure to Analyze Systems in
Equilibrium
4. For each free-body diagram, apply the translational androtational equilibrium conditions.
F =0
M =0
For 3D system (x,y,z), 6 equations three translational and three rotational Fx=0 Mx=0
Fy=0 My=0
Fz=0 Mz=0
For 2D system (x,y), 3 equations are available Fx=0, Fy =0, Mz =0
5. Solve the equations simultaneously for the unknowns.
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Free-Body Diagrams
WHY? ----- To identify the forces and moments acting on
individual part of a system
HOW?---- Isolating the parts from their surroundings,and the effects of surroundings are replaced by
proper forces and moments.
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Free Body Diagram
Isolate the portion of the body that is included
in the analysis
Sketch all known applied loads
Sketch unknown forces couples (external and
internal), assign symbols
Jot down axes, label points of importance
No redundant information, keep it simple
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Support Reactions and Member
Connections
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Support Reactions and Member
Connections
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In Class Exercise
The vertical four-sided plate shown in the figure below is pinned at A andsupported by a smooth roller at B. The loading consists of two horizontal
forces, each of magnitude 60 N, together with a couple that gives a moment
as shown of 50 Nm. Determine the reaction force at B.