Ch02 Statics- Pearson1 Hr

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    Engineering Mechanics: Statics

    Chapter 2:

    Force Vectors

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    Objectives

    To show how to add forces and resolve theminto components using the Parallelogram Law.

    To express force and position in Cartesianvector form and explain how to determine thevectors magnitude and direction.

    To introduce the dot product in order todetermine the angle between two vectors orthe projection of one vector onto another.

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    Chapter Outline

    Scalars and Vectors

    Vector Operations

    Vector Addition of ForcesAddition of a System of Coplanar

    Forces

    Cartesian Vectors

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    Chapter Outline

    Addition and Subtraction ofCartesian Vectors

    Position Vectors Force Vector Directed along a Line

    Dot Product

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    2.1 Scalars and Vectors

    Scalar

    A quantity characterized by a positive or

    negative numberIndicated by letters in italic such asA

    Eg: Mass, volume and length

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    2.1 Scalars and Vectors

    VectorA quantity that has both magnitude and

    directionEg: Position, force and moment

    Represent by a letter with an arrow over itsuch as orA

    Magnitude is designated as or simply A

    In this subject, vector is presented asAand itsmagnitude (positive quantity) as A

    A

    A

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    2.1 Scalars and Vectors

    Vector

    Represented graphically as an arrow

    Length of arrow = Magnitude ofVector

    Angle between the reference axis

    and arrows line of action = Direction ofVector

    Arrowhead = Sense of Vector

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    2.1 Scalars and Vectors

    Example

    Magnitude of Vector = 4 units

    Direction of Vector = 20measuredcounterclockwise from the horizontal axis

    Sense of Vector = Upward and to the right

    The point O is called tail

    of the vector and the point

    P is called the tipor head

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    2.2Vector Operations

    Multiplication and Division of a Vectorby a Scalar- Product of vectorA and scalar a = aA

    - Magnitude =

    - If a is positive, sense of aAis the same assense ofA

    - If a is negative sense of

    aA, itis opposite to the

    sense ofA

    aA

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    2.2Vector Operations

    Multiplication and Division of aVector by a Scalar

    - Negative of a vector is found by multiplyingthe vector by ( -1 )

    - Law of multiplication applies

    Eg:A/a = ( 1/a )A, a0

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    2.2Vector Operations

    Vector Addition- Addition of two vectorsAand Bgives aresultant vector Rby the parallelogram

    law- Result Rcan be found by triangleconstruction

    - CommunicativeEg: R=A+ B= B+A

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    2.2Vector Operations

    Vector Addition

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    2.2Vector Operations

    Vector Addition

    - Special case: VectorsAand Barecollinear(both have the same line ofaction)

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    2.2Vector Operations

    Vector Subtraction

    - Special case of addition

    Eg: R =AB=A+ ( - B)

    - Rules of Vector Addition Applies

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    2.2Vector Operations

    Resolution of Vector- Any vector can be resolved into twocomponents by the parallelogram law

    - The two componentsAand Bare drawn suchthat they extend from the tail or Rto points ofintersection

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    2.3Vector Addition of Forces

    When two or more forces are added,successive applications of theparallelogram lawis carried out to find the

    resultantEg: Forces F1, F2and F3acts at a point O

    - First, find resultant of

    F1 + F2- Resultant,

    FR= ( F1+ F2 ) + F3

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    2.3Vector Addition of Forces

    Example

    Faand Fbare forces exerting on the hook.

    Resultant, Fccan be found using theparallelogram law

    Lines parallel to a and b

    from the heads of Faand Fbaredrawn to form a parallelogram

    Similarly, given Fc, Faand Fbcan be found

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    2.3Vector Addition of Forces

    Procedure for Analysis

    Parallelogram Law

    - Make a sketch using the parallelogram law- Two components forces add to form theresultant force

    - Resultant force is shown by the diagonal of the

    parallelogram

    - The components is shown by the sides of theparallelogram

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    2.3Vector Addition of Forces

    Procedure for AnalysisParallelogram Law

    To resolve a force into components alongtwo axes directed from the tail of the force

    - Start at the head, constructing linesparallel to the axes

    - Label all the known and unknown forcemagnitudes and angles

    - Identify the two unknown components

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    2.3Vector Addition of Forces

    Procedure for Analysis

    Trigonometry

    - Redraw half portion of the parallelogram- Magnitude of the resultant force can bedetermined by the law of cosines

    - Direction if the resultant force can bedetermined by the law of sines

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    2.3Vector Addition of Forces

    Procedure for Analysis

    Trigonometry

    - Magnitude of the two components can bedetermined by the law of sines

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    2.3Vector Addition of Forces

    Example 2.1

    The screw eye is subjected to two forces F1

    and F2. Determine the

    magnitude and direction

    of the resultant force.

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    2.3Vector Addition of Forces

    Solution

    Parallelogram Law

    Unknown: magnitude ofFRand angle

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    2.3Vector Addition of Forces

    Solution

    Trigonometry

    Law of Cosines

    N

    N

    NNNNFR

    213

    6.212

    4226.0300002250010000

    115cos1501002150100 22

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    2.3Vector Addition of Forces

    Solution

    Trigonometry

    Law of Sines

    8.39sin

    9063.0

    6.212

    150sin

    115sin

    6.212

    sin

    150

    N

    N

    NN

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    2.3Vector Addition of Forces

    Solution

    Trigonometry

    Direction of FRmeasured from the horizontal

    8.54

    158.39

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    2.3Vector Addition of Forces

    Example 2.2Resolve the 1000 N ( 100kg) forceacting on the pipe into the components in the(a) x and y directions,(b) and (b) x and ydirections.

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    2.3Vector Addition of Forces

    Solution

    (a) Parallelogram Law

    From the vector diagram,yx

    FFF

    NF

    NF

    y

    x

    64340sin1000

    76640cos1000

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    2.3Vector Addition of Forces

    Solution

    (b) Parallelogram Law

    'yx FFF

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    2.3Vector Addition of Forces

    Solution

    (b) Law of Sines

    NNF

    NF

    NNF

    NF

    y

    y

    x

    x

    108560sin

    70sin1000

    60sin1000

    70sin

    6.88460sin

    50sin1000

    60sin

    1000

    50sin

    '

    '

    NOTE: A rough sketch drawn to scale will give some idea of the

    relative magnitude of the components, as calculated here.

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    2.3Vector Addition of Forces

    Example 2.3The force Facting on the framehas a magnitude of 500N and is

    to be resolved into two componentsacting along the members AB and

    AC. Determine the angle ,measured below the horizontal,

    so that components FACis directedfrom A towards C and has amagnitude of 400N.

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    2.3Vector Addition of Forces

    Solution

    Parallelogram Law

    ACAB FFN 500

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    2.3Vector Addition of Forces

    Solution

    Law of Sines

    9.43

    6928.0sin

    60sin

    500

    400sin

    60sin500

    sin400

    N

    N

    NN

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    2.3Vector Addition of Forces

    Solution

    By Law of Cosines or

    Law of SinesHence, show that FAB

    has a magnitude of 561N

    1.769.4360180

    ,Hence

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    2.3Vector Addition of Forces

    Solution

    Fcan be directed at an angle above the horizontalto produce the component FAC. Hence, show that

    = 16.1and FAB= 161N

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    2.3Vector Addition of Forces

    Solution

    (a) Parallelogram LawUnknown: Forces F1and F2

    View Free Body Diagram

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    2.3Vector Addition of Forces

    Solution

    Law of Sines

    NF

    NF

    NF

    NF

    446

    130sin1000

    20sin

    643

    130sin

    1000

    30sin

    2

    2

    1

    1

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    2.3Vector Addition of Forces

    Solution

    (b) Minimum length of F2occurwhen its line of action is

    perpendicular to F1. Hencewhen

    F2is a minimum

    702090

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    2.3Vector Addition of Forces

    Solution

    (b) From the vector

    diagram

    NNF

    NNF

    34270cos1000

    94070sin1000

    2

    1

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    2.4 Addition of a Systemof Coplanar Forces

    For resultant of two or more forces: Find the components of the forces in the

    specified axes

    Add them algebraically Form the resultant

    In this subject, we resolve each force into

    rectangular forces along the x and y axes.

    yx FFF

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    2.4 Addition of a Systemof Coplanar Forces

    Scalar Notation- x and y axes are designated positive andnegative

    - Components of forces expressed as algebraicscalars

    Eg:

    Sense of direction

    along positive x and

    y axes

    yx FFF

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    2.4 Addition of a Systemof Coplanar Forces

    Scalar NotationEg:

    Sense of directionalong positive x and

    negative y axes

    yx FFF '''

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    2.4 Addition of a Systemof Coplanar Forces

    Scalar Notation- Head of a vector arrow = sense of the

    vector graphically (algebraic signs notused)

    - Vectors are designated using boldface

    notations- Magnitudes (always a positive quantity)are designated using italic symbols

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    2.4 Addition of a Systemof Coplanar Forces

    Cartesian Vector Notation- Cartesian unit vectors iandjare used todesignate the x and y directions

    - Unit vectors iandjhave dimensionlessmagnitude of unity ( = 1 )

    - Their sense are indicated by a positive ornegative sign (pointing in the positive ornegative x or y axis)

    - Magnitude is always a positive quantity,represented by scalars Fxand Fy

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    2.4 Addition of a Systemof Coplanar Forces

    Cartesian Vector NotationF= Fxi+ Fyj F = Fxi+ Fy(-j)

    F = Fx

    iFy

    j

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    2.4 Addition of a Systemof Coplanar Forces

    Coplanar Force ResultantsTo determine resultant of severalcoplanar forces:

    - Resolve force into x and ycomponents

    - Addition of the respective

    components using scalar algebra- Resultant force is found using theparallelogram law

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    2.4 Addition of a Systemof Coplanar Forces

    Coplanar Force ResultantsExample: Consider three coplanar

    forces

    Cartesian vector notation

    F1= F1xi+ F1yjF2= - F2xi+ F2yj

    F3= F3xiF3yj

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    Coplanar Force ResultantsVector resultant is therefore

    FR= F1+ F2+ F3

    = F1xi+ F1yj - F2xi+ F2yj + F3xiF3yj

    = (F1x- F2x + F3x)i+ (F1y + F2yF3y)j

    = (FRx)i+ (FRy)j

    2.4 Addition of a Systemof Coplanar Forces

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    2.4 Addition of a Systemof Coplanar Forces

    Coplanar Force ResultantsIf scalar notation are usedFRx= (F1x- F2x + F3x)

    FRy= (F1y + F2yF3y)

    In all cases,

    FRx

    = Fx

    FRy= Fy* Take note of sign conventions

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    2.4 Addition of a Systemof Coplanar Forces

    Coplanar Force Resultants- Positive scalars = sense of directionalong the positive coordinate axes

    -Negative scalars = sense of directionalong the negative coordinate axes

    - Magnitude of FRcan be found by

    Pythagorean Theorem

    RyRxR FFF 22

    dd f

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    2.4 Addition of a Systemof Coplanar Forces

    Coplanar Force Resultants- Direction angle (orientation of theforce) can be found by trigonometry

    Rx

    Ry

    F

    F1tan

    2 dd f S

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    2.4 Addition of a Systemof Coplanar Forces

    Example 2.5

    Determine x and y components of F1and F2

    acting on the boom. Express each force as a

    Cartesian vector

    2 4 Addi i f S

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    2.4 Addition of a Systemof Coplanar Forces

    Solution

    Scalar Notation

    Hence, from the slope

    triangle

    NNNFNNNF

    y

    x

    17317330cos20010010030sin200

    1

    1

    12

    5tan

    1

    2 4 Addi i f S

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    2.4 Addition of a Systemof Coplanar Forces

    Solution

    Alt, by similar triangles

    Similarly,

    NNF

    N

    F

    x

    x

    24013

    12260

    13

    12

    260

    2

    2

    NNF y 10013

    52602

    2 4 Additi f S t

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    2.4 Addition of a Systemof Coplanar Forces

    Solution

    Scalar Notation

    Cartesian Vector Notation

    F1= {-100i +173j }N

    F2= {240i -100j }N

    NNF

    NNF

    y

    x

    100100

    240240

    2

    2

    2 4 Additi f S t

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    2.4 Addition of a Systemof Coplanar Forces

    Example 2.6

    The link is subjected to two forces F1and

    F2. Determine the magnitude andorientation of the resultant force.

    2 4 Additi f S t

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    2.4 Addition of a Systemof Coplanar Forces

    Solution

    Scalar Notation

    N

    NNF

    FF

    N

    NNFFF

    Ry

    yRy

    Rx

    xRx

    8.582

    45cos40030sin600

    :

    8.236

    45sin40030cos600:

    2 4 Additi f S t

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    2.4 Addition of a Systemof Coplanar Forces

    Solution

    Resultant Force

    From vector addition,

    Direction angle is

    N

    NNFR

    629

    8.5828.236 22

    9.67

    8.236

    8.582tan 1

    N

    N

    2 4 Additi f S t

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    2.4 Addition of a Systemof Coplanar Forces

    Solution

    Cartesian Vector Notation

    F1= { 600cos30i+ 600sin30j} N

    F2= { -400sin45i+ 400cos45j} N

    Thus,

    FR= F1+ F2= (600cos30N - 400sin45N)i+(600sin30N + 400cos45N)j

    = {236.8i+ 582.8j}N

    2 4 Additi f S t

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    2.4 Addition of a Systemof Coplanar Forces

    Example 2.7

    The end of the boom O is subjected to three

    concurrent and coplanar forces. Determine

    the magnitude and orientation of the

    resultant force.

    2 4 Additi f S t

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    2.4 Addition of a Systemof Coplanar Forces

    Solution

    Scalar Notation

    N

    NNF

    FF

    NN

    NNNF

    FF

    Ry

    yRy

    Rx

    xRx

    8.296

    5

    320045cos250

    :

    2.3832.383

    5

    420045sin250400

    :

    View Free Body Diagram

    2 4 Additi f S t

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    Solution

    Resultant Force

    From vector addition,

    Direction angle is

    2.4 Addition of a Systemof Coplanar Forces

    N

    NNFR

    485

    8.2962.383 22

    8.37

    2.383

    8.296tan 1

    N

    N

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    2.5 Cartesian Vectors

    Right-Handed Coordinate SystemA rectangular or Cartesian coordinatesystem is said to be right-handed

    provided:- Thumb of right hand points

    in the direction of the positive

    z axis when the right-handfingers are curled about this

    axis and directed from the

    positive x towards the positive y axis

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    2.5 Cartesian Vectors

    Right-Handed Coordinate System

    - z-axis for the 2D problem would beperpendicular, directed out of the page.

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    2.5 Cartesian Vectors

    Rectangular Components of a Vector- A vectorAmay have one, two or threerectangular components along the x, yand zaxes, depending on orientation

    - By two successive application of theparallelogram law

    A=A +AzA =Ax+Ay

    - Combing the equations, A can beexpressed as

    A=Ax+Ay+Az

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    2.5 Cartesian Vectors

    Unit Vector- Direction ofAcan be specified using a unitvector

    - Unit vector has a magnitude of 1- IfAis a vector having a magnitude ofA 0,unit vector having the same direction asAisexpressed by

    uA=A/ASo that

    A=A uA

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    2.5 Cartesian Vectors

    Unit Vector- SinceA is of a certain type, like forcevector, a proper set of units are used for the

    description- MagnitudeA has the same sets of units,hence unit vector is dimensionless

    -A( a positive scalar)

    defines magnitude ofA

    - uAdefines the direction

    and sense ofA

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    2.5 Cartesian Vectors

    Cartesian Unit Vectors

    - Cartesian unit vectors, i,jand kare usedto designate the directions of z, yand zaxes

    - Sense (or arrowhead) of these

    vectors are described by a plus

    or minus sign (depending on

    pointing towards the positive

    or negative axes)

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    2.5 Cartesian Vectors

    Cartesian Vector Representations- Three components ofAact in the positive i,jand kdirections

    A=Axi+Ayj+AZk

    *Note the magnitude and

    direction of each components

    are separated, easing vector

    algebraic operations.

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    2.5 Cartesian Vectors

    Magnitude of a Cartesian Vector- From the colored triangle,

    - From the shaded triangle,

    - Combining the equations gives

    magnitude ofA

    222

    22

    22

    '

    '

    zyx

    yx

    z

    AAAA

    AAA

    AAA

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    2.5 Cartesian Vectors

    Direction of a Cartesian Vector- Orientation of A is defined as thecoordinate direction angles , and

    measured between the tail of A and thepositive x, y and z axes

    - 0 , and 180

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    2.5 Cartesian Vectors

    Direction of a Cartesian Vector

    - For angles , and (blue colored

    triangles), we calculate the directioncosinesofA

    A

    Axcos

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    2.5 Cartesian Vectors

    Direction of a Cartesian Vector

    - For angles , and (blue coloredtriangles), we calculate the directioncosinesofA

    A

    Aycos

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    2.5 Cartesian Vectors

    Direction of a Cartesian Vector

    - For angles , and (blue coloredtriangles), we calculate the directioncosinesofA

    A

    Azcos

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    2.5 Cartesian Vectors

    Direction of a Cartesian Vector- Angles , and can be determined by theinverse cosines

    - GivenA=Axi+Ayj+AZk

    - then,

    uA=A/A

    = (Ax/A)i+ (Ay/A)j+ (AZ/A)k

    where222

    zyx AAAA

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    2.5 Cartesian Vectors

    Direction of a Cartesian Vector- uAcan also be expressed as

    uA= cosi+ cosj+ cosk

    - Since and magnitude of uA= 1,

    -Aas expressed in Cartesian vector formA=AuA

    =Acosi+Acosj+Acosk

    =Axi+Ayj+AZk

    222

    zyx AAAA

    1coscoscos 222

    2 6 Addition and Subtraction

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    ExampleGiven:A=Axi+Ayj+AZk

    and B= Bxi+ Byj+ BZk

    Vector AdditionResultant R=A+ B

    = (Ax + Bx)i+ (Ay+ By )j+ (AZ + BZ)k

    Vector SubstractionResultant R=A- B

    = (Ax - Bx)i+ (Ay- By )j+ (AZ - BZ)k

    2.6 Addition and Subtractionof Cartesian Vectors

    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Concurrent Force Systems- Force resultant is the vector sum of allthe forces in the system

    FR= F= Fxi+ Fyj+ Fzk

    where Fx, Fy and Fzrepresent thealgebraic sums of the x, yand zor i,jor kcomponents of each force in the system

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    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Cosines of their values forms a unit vector uthat

    acts in the direction of the rope Force Fhas a magnitude of F

    F= Fu= Fcosi+ Fcosj + Fcosk

    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Example 2.8

    Express the force Fas Cartesian vector

    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Solution

    Since two angles are specified, the third

    angle is found by

    Two possibilities exit, namely

    or

    605.0cos

    5.0707.05.01cos

    145cos60coscos

    1coscoscos

    1

    22

    222

    222

    1205.0cos 1

    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    SolutionBy inspection, = 60since Fxis in the +x

    direction

    Given F= 200NF= Fcosi+ Fcosj + Fcosk

    = (200cos60N)i+ (200cos60N)j

    + (200cos45N)k

    = {100.0i+ 100.0j+141.4k}N

    Checking:

    N

    FFFF zyx

    2004.1410.1000.100 222

    222

    2 6 Addition and Subtraction of

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    2.6 Addition and Subtraction ofCartesian Vectors

    Example 2.9

    Determine the magnitude and coordinate

    direction angles of resultant force acting onthe ring

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    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    SolutionUnit vector acting in the direction of FR

    uFR= FR/FR

    = (50/191.0)i+ (40/191.0)j+(180/191.0)k

    = 0.1617i- 0.2094j+ 0.9422k

    So that

    cos= 0.2617 = 74.8

    cos = -0.2094 = 102

    cos= 0.9422 = 19.6

    *Note > 90sincejcomponent of uFR is negative

    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Example 2.10

    Express the force F1as a Cartesian vector.

    2 6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Solution

    The angles of 60and 45are not coordinate

    direction angles.

    By two successive applications of

    parallelogram law,

    2.6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    SolutionBy trigonometry,

    F1z= 100sin60 kN = 86.6kN

    F= 100cos60

    kN = 50kNF1x= 50cos45 kN = 35.4kNF1y= 50sin45 kN = 35.4kN

    F1yhas a direction defined byj,Therefore

    F1= {35.4i35.4j+ 86.6k}kN

    2.6 Addition and Subtraction

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    SolutionChecking:

    Unit vector acting in the direction of F1

    u1= F1/F1

    = (35.4/100)i- (35.4/100)j+ (86.6/100)k

    = 0.354i- 0.354j+ 0.866k

    2.6 Addition and Subtractionof Cartesian Vectors

    N

    FFFF zyx

    1006.864.354.35 222

    2

    1

    2

    1

    2

    11

    2.6 Addition and Subtraction

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    Solution

    1= cos-1(0.354) = 69.3

    1= cos-1(-0.354) = 111

    1= cos-1(0.866) = 30.0

    Using the same method,

    F2= {106i+ 184j- 212k}kN

    2.6 Addition and Subtractionof Cartesian Vectors

    2.6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Example 2.11

    Two forces act on the hook. Specify the

    coordinate direction angles of F2

    , so that the

    resultant force FRacts along the positive yaxis

    and has a magnitude of 800N.

    2.6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Solution

    Cartesian vector form

    FR= F1+ F2F1= F1cos1i+ F1cos1j + F1cos1k

    = (300cos45N)i+ (300cos60N)j

    +(300cos120N)k

    = {212.1i+ 150j-150k}N

    F2= F2xi+ F2yj + F2zk

    View Free Body Diagram

    2.6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    Solution

    Since FRhas a magnitude of 800N and acts

    in the +jdirection

    FR= F1+ F2800j = 212.1i+ 150j-150k+ F2xi+ F2yj + F2zk

    800j = (212.1 + F2x)i+ (150 + F2y)j + (-50 + F2z)k

    To satisfy the equation, the correspondingcomponents on left and right sides must be equal

    2.6 Addition and Subtraction

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    2.6 Addition and Subtractionof Cartesian Vectors

    SolutionHence,0 = 212.1 + F2x F2x= -212.1N800 = 150 + F2y F2y= 650N

    0 =-150 + F2z F2z= 150N

    Since magnitude of F2and its componentsare known,

    1= cos-1

    (-212.1/700) = 1081= cos

    -1(650/700) = 21.81= cos

    -1(150/700) = 77.6

    2 7 Position Vectors

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    x,y,zCoordinates- Right-handed coordinate system

    - Positive zaxis points upwards, measuring

    the height of an object or the altitude of apoint

    - Points are measured relative to theorigin, O.

    2.7 Position Vectors

    2 7 Position Vectors

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    x,y,zCoordinatesEg: For Point A, xA= +4m along the x axis,yA= -6m along the y axis and zA= -6m

    along the z axis. Thus, A (4, 2, -6)Similarly, B (0, 2, 0) and C (6, -1, 4)

    2.7 Position Vectors

    2 7 Position Vectors

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    Position Vector

    - Position vector ris defined as a fixed vectorwhich locates a point in space relative to another

    point.Eg: If rextends from the

    origin, O to point P (x, y, z)

    then, in Cartesian vector

    form

    r= xi+ yj+ zk

    2.7 Position Vectors

    2 7 Position Vectors

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    Position VectorNote the head to tail vector addition of the

    three components

    Start at origin O, one travels x in the +i direction,y in the +j direction and z in the +k direction,

    arriving at point P (x, y, z)

    2.7 Position Vectors

    2 7 Position Vectors

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    2.7 Position Vectors

    Position Vector- Position vector maybe directed from point A topoint B

    - Designated by ror rAB

    Vector addition gives

    rA + r= rB

    Solvingr= rBrA= (xBxA)i + (yByA)j + (zBzA)k

    or r= (xBxA)i + (yByA)j + (zBzA)k

    2 7 Position Vectors

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    Position Vector- The i,j, kcomponents of the positive vector rmay be formed by taking the coordinates of thetail, A (xA, yA, zA) and subtract them from the

    head B (xB, yB, zB)

    Note the head to tail vector addition of the

    three components

    2.7 Position Vectors

    2 7 Position Vectors

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    2.7 Position Vectors

    Length and direction ofcable AB can be found bymeasuring A and B using

    the x, y, zaxes

    Position vector rcan beestablished

    Magnitude r representthe length of cable

    2 7 Position Vectors

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    2.7 Position Vectors

    Angles, , and represent the direction

    of the cable

    Unit vector, u= r/r

    2 7 Position Vectors

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    2.7 Position Vectors

    Example 2.12

    An elastic rubber band is

    attached to points A and B.Determine its length and

    its

    direction measured from Atowards B.

    2 7 Position Vectors

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    2.7 Position Vectors

    Solution

    Position vector

    r = [-2m1m]i + [2m0]j + [3m(-3m)]k

    = {-3i + 2j + 6k}mMagnitude = length of the rubber band

    Unit vector in the director of ru= r/r

    = -3/7i+ 2/7j+ 6/7k

    mr 7623 222

    View Free Body Diagram

    2 7 Position Vectors

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    2.7 Position Vectors

    Solution

    = cos-1(-3/7) = 115

    = cos-1(2/7) = 73.4

    = cos-1(6/7) = 31.0

    2.8 Force Vector Directed

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    along a Line

    In 3D problems, direction of Fis specified by2 points, through which its line of action lies

    Fcan be formulated as a Cartesian vector

    F= F u =F (r/r)

    Note that Fhas units of

    forces (N) unlike r, withunits of length (m)

    2.8 Force Vector Directed

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    along a Line

    Force Facting along the chain can be

    presented as a Cartesian vector by- Establish x, y, zaxes

    - Form a position vector ralong length ofchain

    2.8 Force Vector Directed

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    along a Line

    Unit vector, u= r/rthat defines the direction

    of both the chain and the force

    We get F= Fu

    2.8 Force Vector Directed

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    along a Line

    Example 2.13

    The man pulls on the cord

    with a force of 350N.Represent this force acting

    on the support A, as a

    Cartesian vector anddetermine its direction.

    2.8 Force Vector Directed

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    along a Line

    Solution

    End points of the cord are A (0m, 0m, 7.5m)

    and B (3m, -2m, 1.5m)

    r= (3m0m)i+ (-2m0m)j+ (1.5m7.5m)k

    = {3i2j6k}m

    Magnitude = length of cord AB

    Unit vector, u= r/r

    = 3/7i- 2/7j- 6/7k

    mmmmr 7623 222

    2.8 Force Vector Directed

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    along a LineSolutionForce Fhas a magnitude of 350N, direction

    specified by u

    F= Fu

    = 350N(3/7i- 2/7j- 6/7k)

    = {150i- 100j- 300k} N

    = cos-1(3/7) = 64.6= cos-1(-2/7) = 107

    = cos-1(-6/7) = 149

    2.8 Force Vector Directed

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    along a Line

    Example 2.14

    The circular plate is

    partially supported by

    the cable AB. If the

    force of the cable onthe

    hook at A is F= 500N,express Fas a

    Cartesian vector.

    2.8 Force Vector Directed

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    along a Line

    SolutionEnd points of the cable are (0m, 0m, 2m) and B

    (1.707m, 0.707m, 0m)

    r= (1.707m0m)i+ (0.707m0m)j+ (0m2m)k

    = {1.707i+ 0.707j- 2k}m

    Magnitude = length of cable AB mmmmr 723.22707.0707.1 222

    2.8 Force Vector Directed

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    SolutionUnit vector,

    u= r/r

    = (1.707/2.723)i+ (0.707/2.723)j(2/2.723)k= 0.6269i+ 0.2597j0.7345k

    For force F,

    F= Fu= 500N(0.6269i+ 0.2597j0.7345k)

    = {313i- 130j- 367k} N

    along a Line

    2.8 Force Vector Directed

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    SolutionChecking

    Show that = 137and

    indicate this angle on the

    diagram

    along a Line

    N

    F

    500

    367130313 222

    2.8 Force Vector Directedl

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    along a Line

    Example 2.15

    The roof is supported by

    cables. If the cables exert

    FAB= 100N and FAC= 120N

    on the wall hook at A,

    determine the magnitude of

    the resultant force acting at

    A.

    2.8 Force Vector Directedl Li

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    along a Line

    Solution

    rAB= (4m0m)i+ (0m0m)j+ (0m4m)k

    = {4i4k}m

    FAB= 100N (rAB/r AB)

    = 100N {(4/5.66)i - (4/5.66)k}

    = {70.7i- 70.7k} N

    mmmrAB 66.544 22

    View Free Body Diagram

    2.8 Force Vector Directedl i

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    along a Line

    Solution

    rAC= (4m0m)i+ (2m0m)j+ (0m4m)k

    = {4i+ 2j4k}m

    FAC= 120N (rAB/r AB)

    = 120N {(4/6)i + (2/6)j - (4/6)k}= {80i+ 40j80k} N

    mmmmrAC 6424 222

    2.8 Force Vector Directedl Li

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    along a Line

    Solution

    FR= FAB+ FAC

    = {70.7i- 70.7k} N + {80i+ 40j80k} N

    = {150.7i+ 40j150.7k} N

    Magnitude of FR

    N

    FR

    2177.150407.150

    222

    2.9 Dot Product

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    2.9 Dot Product

    Dot product of vectorsAand Bis writtenasAB(ReadAdot B)

    Define the magnitudes ofA and Band the

    angle between their tailsAB=ABcos where 0180

    Referred to as scalar

    product of vectors as

    result is a scalar

    2.9 Dot Product

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    2.9 Dot Product

    Laws of Operation

    1. Commutative law

    AB= BA2. Multiplication by a scalar

    a(AB)= (aA)B=A(aB) = (AB)a

    3. Distribution lawA(B+ D) = (AB) + (AD)

    2.9 Dot Product

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    2.9 Dot Product

    Cartesian Vector Formulation

    - Dot product of Cartesian unit vectors

    Eg: ii= (1)(1)cos0= 1 and

    ij= (1)(1)cos90= 0

    - Similarly

    ii= 1 jj= 1 kk= 1ij= 0 ik= 1 jk= 1

    2.9 Dot Product

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    2.9 Dot Product

    Cartesian Vector Formulation- Dot product of 2 vectorsAand B

    AB= (Axi+ Ayj+ Azk) (Bxi+ Byj+ Bzk)

    = AxBx(ii) + AxBy(ij) + AxBz(ik)+ AyBx(ji) + AyBy(jj) + AyBz(jk)

    + AzBx(ki) + AzBy(kj) + AzBz(kk)

    = AxBx + AyBy+ AzBzNote: since result is a scalar, be careful of includingany unit vectors in the result

    2.9 Dot Product

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    2.9 Dot Product

    Applications

    - The angle formed between two vectors orintersecting lines

    = cos-1[(AB)/(AB)] 0180

    Note: ifAB= 0, cos-10= 90,Ais

    perpendicular to B

    2.9 Dot Product

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    2.9 Dot Product

    Applications- The components of a vector parallel andperpendicular to a line

    - Component ofAparallel or collinear with line aa isdefined byA(projection ofAonto the line)

    A= A cos

    - If direction of line is specified by unit vector u (u=1),

    A= A cos =Au

    2.9 Dot Product

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    2.9 Dot Product

    Applications- IfAis positive,Ahas a directionalsense same as u

    - IfAis negative,Ahas a directionalsense opposite to u

    -Aexpressed as a vector

    A= A cos u= (Au)u

    2.9 Dot Product

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    ApplicationsFor component of A perpendicular to line aa

    1. SinceA=A+A,

    thenA=A-A2. = cos-1[(Au)/(A)]

    thenA=Asin

    3. IfAis known, by Pythagorean Theorem

    2.9 Dot Product

    2

    ||

    2 AAA

    2.9 Dot Product

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    2.9 Dot Product

    For angle between therope and the beam A,

    - Unit vectors along thebeams, u

    A= r

    A/r

    A

    - Unit vectors along theropes, ur=rr/rr

    - Angle = cos-1

    (rA.rr/rArr)

    = cos-1(uA ur)

    2.9 Dot Product

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    9 ot oduct

    For projection of the forcealong the beam A

    - Define direction of the beam

    uA= rA/rA- Force as a Cartesian vector

    F= F(rr/rr) = Fur

    - Dot productF= FuA

    2.9 Dot Product

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    Example 2.16

    The frame is subjected to a horizontal force

    F= {300j} N. Determine the components of

    this force parallel and perpendicular to the

    member AB.

    2.9 Dot Product

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    Solution

    Since

    Then

    N

    kjijuF

    FF

    kji

    kji

    r

    ru

    B

    AB

    B

    BB

    1.257

    )429.0)(0()857.0)(300()286.0)(0(

    429.0857.0286.0300.

    cos

    429.0857.0286.0362

    362

    222

    2.9 Dot Product

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    SolutionSince result is a positive scalar,

    FABhas the same sense of

    direction as uB. Express in

    Cartesian form

    Perpendicular component

    NkjikjijFFF

    Nkji

    kjiN

    uFF

    AB

    ABABAB

    }110805.73{)1102205.73(300

    }1102205.73{

    429.0857.0286.01.257

    2.9 Dot Product

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    SolutionMagnitude can be determined

    From F or from Pythagorean

    Theorem

    N

    NN

    FFF AB

    1551.257300

    22

    22

    2.9 Dot Product

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    Example 2.17

    The pipe is subjected to F= 800N. Determine the

    angle between Fand pipe segment BA, and the

    magnitudes of the components of F, which areparallel and perpendicular to BA.

    2.9 Dot Product

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    SolutionFor angle

    rBA= {-2i- 2j+ 1k}m

    rBC= {- 3j+ 1k}mThus,

    5.42

    7379.0103

    113202cos

    BCBA

    BCBA

    rr

    rr

    View Free Body Diagram

    2.9 Dot Product

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    Solution

    Components of F

    N

    kjikj

    uFF

    kji

    kji

    r

    ru

    BAB

    AB

    ABAB

    590

    3.840.5060

    31

    32

    320.2539.758

    .

    3

    1

    3

    2

    3

    2

    3

    )122(

    2.9 Dot Product

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    Solution

    Checking from trigonometry,

    Magnitude can be determined

    From F

    N

    N

    FFAB

    540

    5.42cos800

    cos

    NFF 5405.42sin800sin

    2.9 Dot Product

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    Solution

    Magnitude can be determined from F or from

    Pythagorean Theorem

    N

    FFF AB

    540

    590800 22

    22

    Chapter Summary

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    p y

    Parallelogram LawAddition of two vectors

    Components form the side and resultantform the diagonal of the parallelogram

    To obtain resultant, use tip to tail addition

    by triangle rule To obtain magnitudes and directions, use

    Law of Cosines and Law of Sines

    Chapter Summary

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    Cartesian VectorsVector Fresolved into Cartesian vector form

    F= Fxi+ Fyj+ Fzk

    Magnitude of F

    Coordinate direction angles , and aredetermined by the formulation of the unitvector in the direction of F

    u= (Fx/F)i+ (Fy/F)j + (Fz/F)k

    222

    zyx FFFF

    Chapter Summary

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    Cartesian Vectors Components of urepresent cos, cosand cos

    These angles are related by

    cos2+ cos2+ cos2= 1

    Force and Position Vectors Position Vector is directed between 2 points

    Formulated by distance and direction movedalong the x, y and z axes from tail to tip

    Chapter Summary

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    Force and Position Vectors For line of action through the two points, it

    acts in the same direction of uas the

    position vector Force expressed as a Cartesian vector

    F= Fu= F(r/r)

    Dot Product Dot product between two vectorsAand B

    AB=ABcos

    Chapter Summary

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    Dot Product Dot product between two vectorsAand B

    (vectors expressed as Cartesian form)

    AB= AxBx + AyBy+ AzBz For angle between the tails of two vectors

    = cos-1[(AB)/(AB)]

    For projected component ofAonto an axisdefined by its unit vector u

    A= A cos =Au

    Chapter Review

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    Chapter Review

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    Chapter Review

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    Chapter Review

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    Chapter Review

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    Chapter Review

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