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Universiti Tunku Abdul Rahman CHAPTER 2a: FORCE VECTORS Prepared by KS Woon @ 2013,ohb 2014
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  • Universiti Tunku Abdul Rahman

    CHAPTER 2a: FORCE VECTORS

    Prepared by KS Woon @ 2013,ohb 2014

  • Chapter Outline

    1. Scalars and Vectors2. Vector Operations3. Vector Addition of Forces4. Addition of a System of Coplanar Forces5. Cartesian Vectors6. Addition and Subtraction of Cartesian Vectors7. Position Vectors8. Force Vector Directed along a Line9. Dot Product10. Cross Product

  • 2.1 Scalars and Vectors

    Scalar A quantity characterized by a positive or negative number. Indicated by letters in italic such as A. e.g. Mass, volume and length.

  • 2.1 Scalars and Vectors

    Vector A quantity that has magnitude and direction,

    e.g. position, force and moment Represent by a letter with an arrow over it, A

    r Represent by a letter with an arrow over it, Magnitude is designated as In this subject, vector is presented as A and its

    magnitude (positive quantity) as A

    AAr

  • 2.2 Vector Operations

    Multiplication and Division of a Vector by a Scalar- Product of vector A and scalar a = aA- Magnitude = - Law of multiplication applies e.g. A/a = ( 1/a ) A, a0

    aA- Law of multiplication applies e.g. A/a = ( 1/a ) A, a0

  • 2.2 Vector Operations

    Vector Addition- Addition of two vectors A and B gives a resultant vector R by the parallelogram law.

    - Resultant of R can be found by triangle construction.

  • 2.2 Vector Operations

    Vector Addition

    - Hence, R = A + B = B + A- Special case: Vectors A and B are collinear (both have the same line of action)

  • 2.2 Vector Operations

    Vector Subtraction- The resultant of the difference between two vectors A and B of the same type may be expressed as:

    R = A B = A + ( - B )- Rules of Vector Addition Applies.

  • 2.3 Vector Addition of Forces

    2.3.1 Finding a Resultant Force Parallelogram law is carried out to find the resultant

    force

    Resultant, FR = ( F1 + F2 )

  • 2.3 Vector Addition of Forces

    Procedure for Analysisa)Parallelogram Law

    Make a sketch using the parallelogram law 2 components forces add to form the resultant force 2 components forces add to form the resultant force Resultant force is shown by the diagonal of the

    parallelogram The components is shown by the sides of the

    parallelogram

  • 2.3 Vector Addition of Forces

    Procedure for Analysisb)Trigonometry

    Redraw half portion of the parallelogram Magnitude of the resultant force can be determined Magnitude of the resultant force can be determined

    by the law of cosines. Direction of the resultant force, and magnitude of

    the two components can be determined by the law of sines.

  • Example 2.1

    The screw eye is subjected to two forces, F1 and F2. Determine the magnitude and direction of the resultant force.

  • Solution

    Parallelogram LawUnknown: magnitude of FR and angle

  • Solution

    TrigonometryLaw of Cosines

    ( ) ( ) ( )( )( ) NN

    NNNNFR2136.2124226.0300002250010000

    115cos1501002150100 22

    ==+=

    += o

    Law of Sines

    ( ) NN 2136.2124226.0300002250010000 ==+=

    ( )o

    o

    8.39

    9063.06.212

    150sin

    115sin6.212

    sin150

    =

    =

    =

    NN

    NN

  • The device is used for surgical replacement of the knee joint. If the force acting along the leg is 360 N, determine its components along the x and y axes.

    Example (add on)

  • 2.3 Vector Addition of Forces

    Self Reading..

    More examples and practices can be found in:Hibbeler, R. C. (2004) Engineering mechanics Hibbeler, R. C. (2004) Engineering mechanics statics. 13th ed. Pearson Prentice Hall, Chapter 2

  • 2.4 Addition of a System of Coplanar Forces

    Scalar Notation x and y axes are designated positive and negative Components of forces expressed as algebraic

    scalars

    sin and cos FFFFFFF

    yx

    yx

    ==

    +=

  • 2.4 Addition of a System of Coplanar Forces

    Cartesian Vector Notation Cartesian unit vectors i and j are used to designate

    the x and y directions Unit vectors i and j have dimensionless magnitude

    of unity ( = 1 ) of unity ( = 1 ) Magnitude is always a positive quantity,

    represented by scalars Fx and Fy

    jFiFF yx +=

  • 2.4 Addition of a System of Coplanar Forces

    Coplanar Force ResultantsTo determine resultant of several coplanar forces: Resolve force into x and y components Addition of the respective components using scalar Addition of the respective components using scalar

    algebra Resultant force is found using the parallelogram

    law Cartesian vector notation:

    jFiFFjFiFF

    jFiFF

    yx

    yx

    yx

    333

    222

    111

    =

    +=

    +=

  • 2.4 Addition of a System of Coplanar Forces

    Coplanar Force Resultants Vector resultant is therefore

    ( ) ( ) jFiFFFFFR

    +=

    ++=

    321

    If scalar notation are used

    ( ) ( ) jFiF RyRx +=

    yyyRy

    xxxRx

    FFFFFFFF

    321

    321

    +=

    +=

  • 2.4 Addition of a System of Coplanar Forces

    Coplanar Force Resultants In all cases we have

    =

    = xRx

    FF

    FF

    * Take note of sign conventions

    Magnitude of FR can be found by Pythagorean Theorem

    = yRy FF

    Rx

    RyRyRxR F

    FFFF 1-22 tan and =+=

    * Take note of sign conventions

  • Example 2.5

    Determine x and y components of F1 and F2 acting on the boom. Express each force as a Cartesian vector.

  • Solution

    Scalar Notation:

    ======

    NNNFNNNF

    y

    x

    17317330cos20010010030sin200

    1

    1o

    o

    Hence, from the slope triangle, we have

    =

    125

    tan 1

  • Solution

    By similar triangles we have

    N1005260

    N24013122602

    =

    =

    =

    =x

    F

    F

    Scalar Notation:

    Cartesian Vector Notation:

    N1001352602 =

    =yF

    ===

    NNFNF

    y

    x

    100100240

    2

    2

    { }{ }NjiF

    NjiF100240

    173100

    2

    1

    =

    +=

  • Example 2.6

    The link is subjected to two forces F1 and F2. Determine the magnitude and orientation of the resultant force.

  • Solution I

    Scalar Notation:

    =

    =

    =

    NNNF

    FF

    Rx

    xRx

    8.23645sin40030cos600

    :

    oo

    =+=

    ==

    N

    NNF

    FFN

    Ry

    yRy

    8.582

    45cos40030sin600

    :

    8.236

    oo

  • Solution I

    Resultant Force

    From vector addition, direction angle is

    ( ) ( )N

    NNFR629

    8.5828.236 22

    =

    +=

    From vector addition, direction angle is

    o9.678.2368.582

    tan 1

    =

    =

    NN

  • Solution II

    Cartesian Vector Notation:F1 = { 600cos30i + 600sin30j } NF2 = { -400sin45i + 400cos45j } N

    Thus, FR = F1 + F2

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

    = {236.8i + 582.8j}NThe magnitude and direction of FR are determined in the same manner as before.

  • Calculate the magnitude of FA and its direction , so that the resultant force is directed along the positive x axis and has a magnitude of 1250 N.

    Example (add on)

  • 2.5 Cartesian Vectors

    Right-Handed Coordinate System:A rectangular or Cartesian coordinate system is said to be right-handed provided: Thumb of right hand points in the direction of the

    positive z axispositive z axis z-axis for the 2D problem would be perpendicular,

    directed out of the page.

  • 2.5 Cartesian Vectors

    Rectangular Components of a Vector: A vector A may have one, two or three rectangular

    components along the x, y and z axes, depending on orientation

    By two successive application of the parallelogram law By two successive application of the parallelogram lawA = A + AzA = Ax + Ay

    Combing the equations, A can be expressed as:

    A = Ax + Ay + Az

  • 2.5 Cartesian Vectors

    Unit Vector: Direction of A can be specified using unit vectors, i,

    j ,k to designate the directions of x, y, z axes respectively.

    Unit vector has a magnitude of 1. Unit vector has a magnitude of 1. The positive Cartesian unit vectors are shown in

    figure below.

  • 2.5 Cartesian Vectors

    Cartesian Vector Representations: 3 components of A act in the positive i, j and k

    directions

    A = A i + A j + A kA = Axi + Ayj + AZk

    *Note the magnitude and direction of each componentsare separated, easing vector algebraic operations.

  • 2.5 Cartesian Vectors

    Magnitude of a Cartesian Vector: From the colored triangle,

    From the shaded triangle, 22' yx AAA +=

    22' zAAA +=

    Combining the equations gives magnitude of A.

    222zyx AAAA ++=

    yx

  • 2.5 Cartesian Vectors

    Direction of a Cartesian Vector: Orientation of A is defined as the coordinate

    direction angles , and measured between the tail of A and the positive x, y and z axes.

    0 , and 180 0 , and 180 The direction cosines of A is:

    AAx

    =cosAAy

    =cos

    AAz

    =cos

  • 2.5 Cartesian Vectors

    Direction of a Cartesian Vector: Angles , and can be determined by the

    inverse cosines.Given that,

    A = Axi + Ayj + Azkthen, unit vector UA in the direction of A:

    uA = A /A = 1 = (Ax/A)i + (Ay/A)j + (AZ/A)k

    where 222zyx AAAA ++=

    A = vector quantitiesA = vector magnitude

  • 2.5 Cartesian Vectors

    Direction of a Cartesian Vector: uA can also be expressed as:

    uA = cosi + cosj + cosk

    Since and u = 1, we have222 AAAA ++= Since and uA = 1, we have

    A as expressed in Cartesian vector form is:A = AuA

    = Acosi + Acosj + Acosk= Axi + Ayj + AZk

    222zyx AAAA ++=

    1coscoscos 222 =++

  • 2.6 Addition and Subtraction of Cartesian Vectors

    Concurrent Force Systems: Force resultant is the vector sum of all the forces in

    the system.

    If A = Axi + Ayj + AzkB = Bxi + Byj + Bzk

    Therefore, R = A + B

    = (Ax + Bx)i + (Ay + By)j + (Az + Bz)k

    Hence, FR = F = Fxi + Fyj + Fzk

  • Example 2.8

    Express the force F as Cartesian vector.

  • Solution

    Since two angles are specified, the third angle is found by

    ( ) ( )oo

    5.0707.05.01cos

    145cos60coscos1coscoscos

    22

    222

    222

    ==

    =++

    =++

    Two possibilities exit, namely

    ( ) o1205.0cos 1 == ( ) o605.0cos 1 ==

    ( ) ( ) 5.0707.05.01cos 22 ==

  • Solution

    By inspection, = 60 since Fx is in the +x directionGiven F = 200N

    F = Fcosi + Fcosj + Fcosk= (200cos60N)i + (200cos60N)j

    k+ (200cos45N)k= {100.0i + 100.0j + 141.4k}N

    Checking:

    ( ) ( ) ( ) NFFFF zyx

    2004.1410.1000.100 222

    222

    =++=

    ++=

  • Determine the magnitude of F2 and its coordinate direction angles so that the resultant force, FR acts along the positive y axis with a magnitude of 800 N.

    Example (add on)

  • Self Reading..

    More examples and practices can be found in:Hibbeler, R. C. (2004) Engineering mechanics Hibbeler, R. C. (2004) Engineering mechanics statics. 13th ed. Pearson Prentice Hall, Chapter 2

  • 2.7 Position Vectors

    x,y,z Coordinates Right-handed coordinate system Positive z axis points upwards, measuring the height of

    an object or the altitude of a point Points are measured relative Points are measured relative

    to the origin, O.

  • 2.7 Position Vectors

    Position Vector Position vector r is defined as a fixed vector which

    locates a point in space relative to another point. E.g. r = xi + yj + zk

  • 2.7 Position Vectors

    Position Vector Vector addition gives rA + r = rB Solving

    r = rB rA = (xB xA)i + (yB yA)j + (zB zA)kr B A B A B A B A

    or r = (xB xA)i + (yB yA)j + (zB zA)k

  • 2.7 Position Vectors

    Length and direction of cable AB can be found by measuring A and B using the x, y, z axes

    Position vector r can be established Magnitude r represent the length of cable Angles, , and represent the direction of the cable Unit vector, u = r/r

  • Example 2.12

    An elastic rubber band is attached to points A and B. Determine its length and its direction measured from A towards B.

  • Solution

    Position vectorr = [-2m 1m]i + [2m 0]j + [3m (-3m)]k= {-3i + 2j + 6k}m

    Magnitude = length of the rubber band

    Unit vector in the director of ru = r /r

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

    ( ) ( ) ( ) mr 7623 222 =++=

  • Solution

    = cos-1(-3/7) = 115 = cos-1(2/7) = 73.4 = cos-1(6/7) = 31.0

  • 2.8 Force Vector Directed along a Line

    In 3D problems, direction of F is specified by 2 points, through which its line of action lies

    F can be formulated as a Cartesian vector:

    F u rF = F u = F (r/r)

    Note that F has units of forces (N) unlike r, with units of length (m)

  • 2.8 Force Vector Directed along a Line

    Force F acting along the chain can be presented as a Cartesian vector by- Establish x, y, z axes- Form a position vector r along length of chain

    u r Unit vector, u = r/r that defines the direction of both the chain and the force

    We get F = Fu

  • 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 and determine its direction.

  • Solution

    End points of the cord are A (0m, 0m, 7.5m) and B (3m, -2m, 1.5m)r = (3m 0m)i + (-2m 0m)j + (1.5m 7.5m)k= {3i 2j 6k}m

    Magnitude = length of cord AB

    Unit vector, u = r /r

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

    ( ) ( ) ( ) mmmmr 7623 222 =++=

  • Solution

    Force F has a magnitude of 350N, direction specified by u.

    F = Fu= 350N(3/7i - 2/7j - 6/7k)= {150i - 100j - 300k} N= {150i - 100j - 300k} N

    = cos-1(3/7) = 64.6 = cos-1(-2/7) = 107 = cos-1(-6/7) = 149

  • Example (add on)

    The tower is held in place by 3 cables. If the force of each cable acting on the tower is shown, determine the magnitude & coordinate direction angles , , of the resultant force. Take x = 20 m, y = 15 m.

  • 2.9 Dot Product

    Dot product of vectors A and B is written as AB(Read A dot B)

    Define the magnitudes of A and B and the angle between their tails

    AB = AB cos where 0 180AB = AB cos where 0 180 Referred to as scalar product of vectors as result is a

    scalar

  • 2.9 Dot Product

    Laws of Operation1. Commutative law

    AB = BA2. Multiplication by a scalar2. Multiplication by a scalar

    a(AB) = (aA)B = A(aB) = (AB)a3. Distribution law

    A(B + D) = (AB) + (AD)

  • 2.9 Dot Product

    Cartesian Vector Formulation- Dot product of Cartesian unit vectors

    ii = (1)(1)cos0 = 1; ij = (1)(1)cos90 = 0- Similarly- Similarly

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

    - If AB in 3D cartesian: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)

  • 2.9 Dot Product

    Cartesian Vector Formulation Dot product of 2 vectors A and B

    AB = AxBx + AyBy + AzBz Applications: Applications:

    The angle formed between two vectors or intersecting lines. = cos-1 [(AB)/(AB)] 0 180

    The components of a vector parallel and perpendicular to a line.Aa = A cos = Au

  • Example 2.17

    The frame is subjected to a horizontal force F = {300j} N. Determine the components of this force parallel and perpendicular to the member AB.

  • Solution

    Since

    ( ) ( ) ( )kji

    kjir

    ru

    B

    BB

    429.0857.0286.0362

    362222

    ++=

    ++

    ++==

    rrr

    rrr

    r

    rr

    Thus

    ( ) ( )N

    kjijuFFF

    B

    AB

    1.257)429.0)(0()857.0)(300()286.0)(0(429.0857.0286.0300.

    cos

    =

    ++=

    ++==

    =

    rrrrrr

    rr

  • Solution

    Since result is a positive scalar, FAB has the same sense of direction as uB. Express in Cartesian form

    ( )( )Nkji

    kjiNuFF ABABAB

    }1102205.73{429.0857.0286.01.257

    rrr

    rrr

    rrr

    ++=

    ++=

    =

    Perpendicular componentNkjikjijFFF

    Nkji

    AB }110805.73{)1102205.73(300

    }1102205.73{

    rrrrrrrrrr

    rrr

    +=++==

    ++=

  • Solution

    Magnitude can be determined from F or from Pythagorean Theorem,

    FFF AB22

    =

    rrr

    ( ) ( )N

    NN155

    1.257300 22

    =

    =

  • Example (add on)Calculate the magnitude and angle of the projected component of the force along the pipe AO.

  • 2.10 Cross Product

    Cross product of two vectors A and B yields C, which is written as

    C = A X BMagnitude Magnitude of C is the product of

    the magnitudes of A and B For angle , 0 180

    C = AB sin

  • 2.10 Cross Product

    Direction Vector C has a direction that is perpendicular to the

    plane containing A and B such that C is specified by the right hand rule

    Expressing vector C when magnitude and direction are Expressing vector C when magnitude and direction are known as:

    C = A X B = (AB sin)uC

    Scalar for magnitude of C

    Unit vector of C direction

  • 2.10 Cross Product

    Laws of Operations1. Commutative law is not valid

    A X B B X ARather, Rather,

    A X B = - B X A Cross product A X B yields a

    vector opposite in direction to C

    B X A = -C

  • 2.10 Cross Product

    Laws of Operations2. Multiplication by a Scalar

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

    3. Distributive LawA X ( B + D ) = ( A X B ) + ( A X D )

    Proper order of the cross product must be maintained since they are not commutative

  • 2.10 Cross Product

    Cartesian Vector Formulation Use C = AB sin on pair of Cartesian unit vectors A more compact determinant in the form as:

    rrr

    The application of using cross product to calculate moment of a force will be discussed in Topic 4.

    zyx

    zyx

    BBBAAAkji

    BA

    rrr

    rr=

  • QUIZ

    1. Which one of the following is a scalar quantity?A) Force B) Position C) Mass D) Velocity

    2. For vector addition, you have to use ______ law.A) Newtons SecondB) the arithmeticC) Pascals D) the parallelogram

  • QUIZ

    3. Can you resolve a 2-D vector along two directions, which are not at 90 to each other?A) Yes, but not uniquely.B) No.C) Yes, uniquely.

    4. Can you resolve a 2-D vector along three directions (say at 0, 60, and 120)?A) Yes, but not uniquely.B) No.C) Yes, uniquely.

  • QUIZ

    5. Resolve F along x and y axes and write it in vector form. F = { ___________ } N

    A) 80 cos (30) i 80 sin (30) jB) 80 sin (30) i + 80 cos (30) j

    i j30

    xy

    C) 80 sin (30) i 80 cos (30) jD) 80 cos (30) i + 80 sin (30) j

    6. Determine the magnitude of the resultant (F1 + F2) force in N when F1={ 10i + 20j }N and F2={ 20i + 20j } N .

    A) 30 N B) 40 N C) 50 ND) 60 N E) 70 N

    30

    F = 80 N

  • QUIZ

    7. Vector algebra, as we are going to use it, is based on a ___________ coordinate system.

    A) Euclidean B) Left-handedC) Greek D) Right-handed E) Egyptian

    8. The symbols , , and designate the __________ of a 3-D Cartesian vector.

    A) Unit vectors B) Coordinate direction anglesC) Greek societies D) X, Y and Z components

  • QUIZ

    9. What is not true about an unit vector, uA ?A) It is dimensionless.B) Its magnitude is one.C) It always points in the direction of positive X- axis.D) It always points in the direction of vector A.D) It always points in the direction of vector A.

    10. If F = {10 i + 10 j + 10 k} N andG = {20 i + 20 j + 20 k } N, then F + G = { ____ } N

    A) 10 i + 10 j + 10 kB) 30 i + 20 j + 30 kC) 10 i 10 j 10 kD) 30 i + 30 j + 30 k

  • QUIZ

    11. A position vector, rPQ, is obtained byA) Coordinates of Q minus coordinates of PB) Coordinates of P minus coordinates of QC) Coordinates of Q minus coordinates of the originD) Coordinates of the origin minus coordinates of PD) Coordinates of the origin minus coordinates of P

    12. A force of magnitude F, directed along a unit vector U, is given by F = ______ .A) F (U)B) U / FC) F / UD) F + UE) F U

  • QUIZ

    13. P and Q are two points in a 3-D space. How are the position vectors rPQ and rQP related?

    A) rPQ = rQP B) rPQ = - rQPC) rPQ = 1/rQP D) rPQ = 2 rQP

    14. If F and r are force vector and position vectors, respectively, in SI units, what are the units of the expression (r * (F / F)) ?

    A) Newton B) DimensionlessC) Meter D) Newton - MeterE) The expression is algebraically illegal.

  • QUIZ

    15. Two points in 3 D space have coordinates of P (1, 2, 3) and Q (4, 5, 6) meters. The position vector rQP is given byA) {3 i + 3 j + 3 k} mB) { 3 i 3 j 3 k} mB) { 3 i 3 j 3 k} mC) {5 i + 7 j + 9 k} mD) { 3 i + 3 j + 3 k} mE) {4 i + 5 j + 6 k} m

    16. Force vector, F, directed along a line PQ is given byA) (F/ F) rPQ B) rPQ/rPQC) F(rPQ/rPQ) D) F(rPQ/rPQ)

  • QUIZ

    17. The dot product of two vectors P and Q is defined asA) P Q cos B) P Q sin C) P Q tan D) P Q sec

    P

    Q

    18. The dot product of two vectors results in a _________ quantity.A) Scalar B) VectorC) Complex D) Zero

    Q

  • QUIZ

    19. If a dot product of two non-zero vectors is 0, then the two vectors must be _____________ to each other.A) Parallel (pointing in the same direction)B) Parallel (pointing in the opposite direction)C) PerpendicularD) Cannot be determined.

    20. If a dot product of two non-zero vectors equals -1, then the vectors must be ________ to each other.A) Parallel (pointing in the same direction)B) Parallel (pointing in the opposite direction)C) PerpendicularD) Cannot be determined.

  • QUIZ

    1. The dot product can be used to find all of the following except ____ .A) sum of two vectorsB) angle between two vectorsC) component of a vector parallel to another lineC) component of a vector parallel to another lineD) component of a vector perpendicular to another line

    2. Find the dot product of the two vectors P and Q.P = {5 i + 2 j + 3 k} m

    Q = {-2 i + 5 j + 4 k} mA) -12 m B) 12 m C) 12 m2D) -12 m2 E) 10 m2

  • Universiti Tunku Abdul Rahman

    CHAPTER 2b: MOMENTS OF INERTIA

    Prepared by KS Woon @ 2013, ohb_201405

  • Chapter Outline

    1. Definitions of Moments of Inertia for Areas2. Parallel-Axis Theorem for an Area3. Moments of Inertia for Composite Areas

  • 10.1 Definition of Moments of Inertia for Areas

    Centroid for an area is determined by the first moment of an area about an axis.

    Second moment of an area is referred as the moment of inertia.

    Moment of inertia of an area originates whenever one Moment of inertia of an area originates whenever one relates the normal stress, or force per unit area

  • 10.1 Definition of Moments of Inertia for Areas

    Moment of Inertia Consider area A lying in the x-y plane By definition, moments of inertia of the differential

    plane area dA about the x and y axes == dAxdIdAydI 22

    For entire area, moments of inertia are given by

    =

    =

    ==

    Ay

    Ax

    yx

    dAxI

    dAyI

    dAxdIdAydI

    2

    2

    22

  • 10.1 Definition of Moments of Inertia for Areas

    Moment of Inertia Formulate the second moment of dA about the pole O

    or z axis This is known as the polar axis

    dArdJ 2=where r is perpendicular from the pole (z axis) to the element dA

    Polar moment of inertia for entire area,

    dArdJO2

    =

    yxAOIIdArJ +==

    2

  • 10.2 Parallel Axis Theorem for an Area

    For moment of inertia of an area known about an axis passing through its centroid, determine the moment of inertia of area about a corresponding parallel axis using the parallel axis theorem

    Consider moment of inertia of the shaded area Consider moment of inertia of the shaded area A differential element dA is

    located at an arbitrary distance yfrom the centroidal x axis

  • 10.2 Parallel Axis Theorem for an Area

    The fixed distance between the parallel x and x axes is defined as dy

    For moment of inertia of dA about x axis ( )+= yx dAdydI 2'

    For entire area

    First integral represent the moment of inertia of the area about the centroidal axis

    ( )

    ++=

    +=

    AyAyA

    A yx

    dAddAyddAy

    dAdyI22

    2

    '2'

    '

  • 10.2 Parallel Axis Theorem for an Area

    Second integral = 0 since x passes through the areas centroid C

    Third integral represents the total area A2

    0;0' ydAydAy

    +=

    ===

    Similarly

    For polar moment of inertia about an axis perpendicular to the x-y plane and passing through pole O (z axis)

    2

    2

    2

    AdJJ

    AdII

    AdII

    CO

    xyy

    yxx

    +=

    +=

    +=

  • Example 10.1

    Determine the moment of inertia for the rectangular area with respect to (a) the centroidal x axis, (b) the axis xbpassing through the base of the rectangular, and (c) the pole or z axis perpendicular to the x-y plane and passing through the centroid C.passing through the centroid C.

  • Solution

    Part (a)Differential element chosen, distance y from x axis.Since dA = b dy,

    32/ 22/ 22 1')'('' bhdyybdyydAyI hh ====

    Part (b)By applying parallel axis theorem,

    32/

    2

    2/22

    12')'('' bhdyybdyydAyI

    hhAx====

    32

    32

    31

    2121 bhhbhbhAdII xxb =

    +=+=

  • Solution

    Part (c)For polar moment of inertia about point C,

    121 3

    'hbI y =

    )(121

    1222

    'bhbhIIJ yxC +=+=

  • 10.4 Moments of Inertia for Composite Areas

    Composite area consist of a series of connected simpler parts or shapes

    Moment of inertia of the composite area = algebraic sum of the moments of inertia of all its parts

    Procedure for AnalysisComposite Parts Divide area into its composite parts and indicate the

    centroid of each part to the reference axisParallel Axis Theorem Moment of inertia of each part is determined about its

    centroidal axis

  • 10.4 Moments of Inertia for Composite Areas

    Procedure for AnalysisParallel Axis Theorem When centroidal axis does not coincide with the

    reference axis, the parallel axis theorem is used Summation Moment of inertia of the entire area about the

    reference axis is determined by summing the results of its composite parts

  • Example 10.4

    Compute the moment of inertia of the composite area about the x axis.

  • Solution

    Composite PartsComposite area obtained by subtracting the circle from the rectangle.Centroid of each area is located in the figure below.

  • Solution

    Parallel Axis TheoremCircle

    ( ) ( ) ( ) ( )2

    '

    1AdII yxx +=

    Rectangle

    ( ) ( ) ( ) ( ) 46224 104.1175252541

    mm=+= pipi

    ( )( ) ( )( )( ) ( ) 46232

    '

    105.11275150100150100121

    mm

    AdII yxx

    =+=

    +=

  • Solution

    SummationFor moment of inertia for the composite area,

    ( ) ( )( ) 46

    66

    10101105.112104.11

    mm

    I x=

    +=

    ( ) 4610101 mm=

  • Example (add on)

    Locate the centroid, of the cross-section area. Then, determine the moment of inertia of the area about the centroidal y axis.

    x

  • QUIZ

    1. The definition of the Moment of Inertia for an areainvolves an integral of the formA) x dA. B) x2 dA.C) x2 dm. D) m dA.

    2. Select the SI units for the Moment of Inertia for an area.A) m3B) m4C) kgm2 D) kgm3

  • QUIZ

    3. A pipe is subjected to a bending moment as shown. Which property of the pipe will result in lower stress (assuming a constant cross-sectional area)?A) Smaller Ix B) Smaller IyC) Larger Ix D) Larger Iy

    My

    M

    xC) Larger Ix D) Larger Iy

    4. In the figure to the right, what is the differential moment of inertia of the element with respect to the y-axis (dIy)?A) x2 ydx B) (1/12)x3dyC) y2 x dy D) (1/3)ydy

    Pipe sectionx

    x

    y=x3

    x,y

    y

  • QUIZ

    5. The parallel-axis theorem for an area is applied betweenA) An axis passing through its centroid and any corresponding parallel axis.B) Any two parallel axis.C) Two horizontal axes only.D) Two vertical axes only.

    6. The moment of inertia of a composite area equals the ____ of the MoI of all of its parts.A) Vector sumB) Algebraic sum (addition or subtraction)C) Addition D) Product

  • QUIZ

    7. For the area A, we know the centroids (C) location, area, distances between the four parallel axes, and the MoI about axis 1. We can determine the MoI about axis 2by applying the parallel axis theorem ___ .A) Directly between the axes 1 and 2.A) Directly between the axes 1 and 2.B) Between axes 1 and 3 and

    then between the axes 3 and 2.C) Between axes 1 and 4 and

    then axes 4 and 2.D) None of the above.

    d3d2

    d1

    4321

    A

    C

    Axis

  • QUIZ

    8. For the same case, consider the MoI about each of the four axes. About which axis will the MoI be the smallest number?A) Axis 1B) Axis 2 A

    AxisB) Axis 2C) Axis 3D) Axis 4E) Can not tell.

    d3d2d1

    4321

    A

    C

  • QUIZ

    9. For the given area, the moment of inertia about axis 1 is 200 cm4 . What is the MoI about axis 3?A) 90 cm4 B) 110 cm4C) 60 cm4 D) 40 cm4

    A=10 cm2

    Cd2

    d1

    321

    C

    C) 60 cm4 D) 40 cm4

    10. The moment of inertia of the rectangle about the x-axis equalsA) 8 cm4. B) 56 cm4 .C) 24 cm4 . D) 26 cm4 .

    d1 1

    d1 = d2 = 2 cm

    2cm

    2cm

    3cm

    x