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  • 7/30/2019 Chapter 2 Force

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    Statics

    react on rigid bodies which are at rest or not

    in motion. This study is the basis for the

    engineering principles, which guide the

    design of all structures, since before we can

    1

    eg n to es gn any structure we must rst

    know the forces applied to it.

    Forces

    ,

    have both magnitude and direction.

    2

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    Resultant Forces

    ,

    advantageous to replace all the forces,

    which act on a body with a single force.

    This single force, called a resultant force,

    must produce the same movement and

    3

    effects that all the original forces would

    produce on the body.

    Resolution of Forces

    y

    F

    sinF

    4

    x

    cosF

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    Force Polygons

    placing the two vectors (which act at the

    same point) in a tip-to-tail fashion and

    completing the triangle with a vector.

    5

    a

    b

    a

    b

    c

    The resultant vector (c) is the sum of the original two

    vectors (a and b) and therefore replaces the original two

    vectors.

    6

    By using Cosine Law,

    c2 = a2 +b22*a*b*cos C

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    The resultant vectorc is the sum of the

    original vectors a and b and thereforere laces the ori inal two vectors.

    ef

    f

    r

    7

    dd

    e

    Moment of a force

    Moment of a force is a measure of the turning effect of theforce.

    The magnitude of a moment is dependent on two items --- themagnitude of the force and theperpendicular distancebetween the point or axis of rotation and the force involved.

    Moment of a force about a point

    8

    = force x perpendicular distance from the point

    i.e. M = F x d

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    Example

    The frame is loaded as shown in the following

    diagram. Calculate the moment caused about point

    A at the base of the frame.

    0.5

    m

    .

    10

    kN

    9

    Moment , M = Force x Perpendicular Distance

    = 10 x 0.25

    = 2.5 kNm

    Principle of moments

    ,

    the clockwise moments about any point is

    equal to the sum of anti-clockwise

    moments about that point.

    i.e.

    10

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    Equilibrium of Forces

    A structure is considered to be in

    equilibrium if it remains at rest when

    su ec e o a sys em o orces an

    moments.

    If a structure is in equilibrium, then all its

    members and parts are also in equilibrium.

    11

    ,

    forces and moments (including support

    reactions) acting on it must balance eachother.

    For a plane structure subjected to forces in

    its own plane, the conditions for equilibrium

    can be expressed by the following

    equations of equilibrium:

    0

    0

    F

    F

    y

    x

    12

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    The third equation above states that the sum

    of moments of all forces about any point inthe lane of the structure is zero.

    13

    ExampleExample

    Find T1, T2 hanging 5kg by graphical method (using scale 1cm = 10N) ?Find T1, T2 hanging 5kg by graphical method (using scale 1cm = 10N) ?

    SolutionSolution

    W =W = (5kg)(10 m/s(5kg)(10 m/s2 )) == 5050N ; In the space diagram: mark region between W & T1, W & T2,N ; In the space diagram: mark region between W & T1, W & T2,

    T2 & T1 as A, B, C respectivelyT2 & T1 as A, B, C respectively

    ==

    representingrepresenting WW((5050N); Draw a line parallel to T2 from point b & draw another line parallel toN); Draw a line parallel to T2 from point b & draw another line parallel to

    T1 from point a. These 2 lines intersect at point c. Measure bc & ca ?T1 from point a. These 2 lines intersect at point c. Measure bc & ca ?

    bc =bc = 4cm4cm & ca =& ca = 3cm3cm T2 =T2 = 40N40N & T1 =& T1 = 30N30N >>>>

    1430

    900T1 T2

    C a

    c

    900

    14

    5kg

    W

    A B

    b 1430

    Space Diagram Force Diagram

    Scale 1cm = 10NScale 1cm = 10N

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    Newtons first law of motionLaw of inertia

    Every object remains in a state of rest or of

    uniform speed along a straight line unless

    15

    .

    Newtons second law of motion

    proportional to, and in the same direction as,

    the unbalanced force acting on it, and

    inversely proportional to the mass of the

    object:

    16

    F = maUnit: F(N), m(kg), a(m/s2)

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    Newtons third law of motion

    opposite reaction.

    Mass

    17

    Mass (m) is a measure of the inertia of an

    object and is an unchanging quantity.Unit: kg

    Weight

    object.

    Unit: N

    W = mg

    18

    where g: acceleration due to gravity, 9.81 m/s2

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    Example

    100N a

    Calculate:

    10kg

    30N

    19

    (a) the net force acted on 10 kg mass, and

    (b) the acceleration of 10 kg mass.

    Example

    which is suspended from the ceiling of a lift.

    If the balance reads 40 N, what is the

    acceleration of the lift?

    20

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    Friction

    another.

    It always acts in the opposite direction to the

    motion.

    It is roduced b the interlockin of

    21

    irregularities of the surfaces in contact.

    There are two types of friction that can act onobjects namely static friction and kinetic

    friction. Static friction refers to the frictional

    force developed on the object prior to motion.

    acts on an object while motion is occurring.

    22

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    It must be realized that static frictional forces develop in

    response to any magnitude of push on the object. As a

    push or sliding force is applied and increases in magnitude,the frictional force must likewise increase if the object is to

    .

    static frictional force at its maximum value, motion occurs.

    23

    Coefficient of friction

    )reaction(Rnormalx

    r c onocoe c enr c on

    R

    24

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    The normal force is the reaction which occurs

    perpendicular to the moving object and the

    surface over which it moves.

    Normal Force = Weight of the object

    25

    Example

    A block weighing 50 kN rests on a level

    surface as shown. If the coefficient of static

    friction between the surfaces is 0.3,

    e erm ne e orce nee e o s ar e oc

    in motion.

    26

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    Solution

    Since the force system is concurrent,

    the equations of equilibrium that are

    needed are

    00 yx FF

    0xF

    0yF

    P = F

    N = 50 kN

    27

    F = * N

    Therefore, in this case,F = P = 0.3 * 50 kN

    = 15 kN

    Fluid Mechanics

    A fluid is a material whose particles are freeto move their position. Liquids and gasesare both fluids.

    Fluids can move and change the external

    sha e to suit the container.

    28

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    Density

    mass per unit volume.

    volume

    massDensity

    29

    Unit: kg/m3

    Density of water = 1000 kg/m3

    Archimedes Principle

    immersed in a fluid, the upthrust on the

    object is equal to the weight of fluid

    displaced.

    30

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    Example

    .

    m3 and a density of 2700 kg/m3. Calculate

    (a) the weight of the aluminium block,

    (b) the upthrust acting on the block when

    immersed in water of density 1000 kg/m3.

    31

    (c) the apparent weight of the block when

    immersed in water.

    Law of Flotation

    of fluid in which it floats.

    32

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    Example

    3 .

    density of 700 kg/m3 floats in water of density

    1000 kg/m3.

    Calculate

    (a) the weight of the block,

    33

    (b) the weight of water displaced by the block,

    (c) the volume of the block immersed in water.

    Pressure Pressure on a surface is defined as the force

    acting at right angle on that surface divided

    b the area of the surface.

    The force that acts on the area which is

    submerged at a depth in a fluid is equal to

    A

    Fp

    34

    the weight of the column above the area.

    The pressure is then this weight divided by

    the area

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    ghp where

    = pressure at a point in a fluid (N/m2 or Pa)

    = density of fluid (kg/m3)

    =

    p

    35

    the point (m)

    Pressure increase with depth below theliquid surface.

    Principle of Fluid Pressure

    all direction.

    Pressure always acts at right angles to the

    containing surfaces.

    Pressure is the same at oints of e ual de th

    36

    irrespective of volume or shape.

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    Force on Immersed Surface

    from the pressure on the surface and the

    area of the surface.

    xApF average

    37

    The centre of pressure is the point where the

    line of action of the resultant force passes.

    Water is contained by a vertical surface

    produces a triangular pressure diagram.

    The total force produced acts through the

    centroid of the triangle, i.e. one-third of the

    height.

    38

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    Example

    .

    retaining water to a depth of 0.8 m.

    (a) calculate the lateral force on the gate

    produced by the water;

    b calculate its centre of ressure

    39

    (c) calculate the moment acting about the

    base.

    Answer(a)

    0.8 m

    Pressure = gh

    = 1000*9.81*0.8

    = 7848 Pa

    Gate

    Centre of

    Pressure

    0.8*1/3 m

    40

    Lateral force = Average Pressure *Area

    = (7848/2)*(0.8*1.6)

    = 5022.7 N

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    b

    Location of Centre of Pressure = 0.8*1/3

    = 0.267 m

    (c)

    Moment = Force * distance

    = 5022.7 * 0.267

    41

    = 1341 Nm