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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

    2

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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

    13

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    Support Reactions and Member

    Connections

    14

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    Support Reactions and Member

    Connections

    15

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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.