Moment of Area

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    2E4: SOLIDS & STRUCTURES

    Lecture 8

    Dr. Bidisha Ghosh

    Notes:

    http://www.tcd.ie/civileng/Staff/Bidisha.Ghosh/

    Solids & Structures

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    Properties of Sections

    Cross-sections of beams:

    Cross-Sections of other structural or machine

    elements:

    To find out stress or deformation we need to know about the

    geometric properties of these sections!

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    Centroid

    Centroid is the geometric centre which represents a

    point in the plane about which the area of the cross-section is equally distributed.

    Centre of gravity for a body is a point which locates

    the gravity or weight of the body.

    Centroid and CG are same for homogeneous

    material.

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    Moment of Area

    dA

    A

    dA

    This is called the First Moment of Area

    An important concept to find out centroid.

    The limits of the integration are decided based on the

    dimensions (end points) of the area under consideration.

    x y

    A A

    Q ydA Q xdA

    Take a infinitesimally small area (dA)

    in the shaded area (area underconsideration).

    Moment of this area about the point O,

    Moment of the entire shaded areaabout the point O can be by summing

    over all such small dA areas or by,

    First moment of area about x-axis ory-axis,

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    Calculating position of centroid

    The centroid of the entire shaded area (set of areas dA) is

    the point C with respect to which the sum of the first

    moments of the dA areas is equal to zero.

    The centroid is the point definingthe geometric center ofsystem or of an object.

    yx

    A A

    QQx ydA y xdA

    A A

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    Centroid of a Triangle

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    Composite areas

    When a composite area is considered as an

    assemblage of nelementary areas, the resultantmoment about any axis is the algebraic sum of the

    moments of the component areas.

    Therefore the centroid of a composite area is located

    by, i i i i

    i i

    A x A yx yA A

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    Centroid of an L-Shaped Area

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    Centroid of an L-Shaped Area

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    Moments of Inertia

    MOI is a measure of the resistance to changes to itsrotation. It is the inertia of a rotating body with respect to its

    rotation. The moment of inertia plays much the same rolein rotational dynamics as mass does in linear dynamics.

    It is the second moment of area,

    Radius of gyration, (the distance at which the entire areacan be assumed to be distributed for calculation of MOI)

    yxx y

    IIr rA A

    2 2

    x yA A

    I y dA I x dA

    Can you write a

    matlab/excel code to

    calculate moment of

    inertia?

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    Moments of Inertia of a rectangle

    2 2

    2 22

    2 2

    22

    2

    3 32

    2

    =

    =3 12

    xA

    A

    d b

    d b

    d

    d

    d

    d

    I y dA y dxdy

    y dx dy

    y bdy

    y bdb

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    Polar Moment of Inertia

    This is the moment of inertia of a plane area about an

    axis perpendicular to the area.

    0 x yJ I I

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    Parallel Axis Theorem

    The parallel-axis theorem relates the moment of

    inertia of an area with respect to any axis to the

    moment of inertia around a parallel axis through thecentroid.

    2 2( ) =x x yA

    I y y dA I Ad

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    Moment of Inertia of an I-beam

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