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Centroids & Moment of Inertia

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Title: Centroids & Moment of Inertia


1
Centroids Moment of Inertia
  • EGCE201 Strength of Materials I
  • Instructor ??.???????? ????????? (?.??)
  • ????????? 6391 ???????????????????
  • E-mail egwpr_at_mahidol.ac.th
  • ???????? 66(02) 889-2138 ??? 6391

2
Centroid
  • Centroid or center of gravity is the point within
    an object from which the force of gravity appears
    to act.
  • Centroid of 3D objects often (but not always)
    lies somewhere along the lines of symmetry.
  • The centroid of any area can be found by taking
    moments of identifiable areas (such as rectangles
    or triangles) about any axis.
  • The moment of an area about any axis is equal to
    the algebraic sum of the moments of its component
    areas.
  • The moment of any area is defined as the product
    of the area and the perpendicular distance from
    the centroid of the area to the moment axis.

Hollowed pipes, L shaped section have centroid
located outside of the material of the section
Centroidal axis or Neutral
Sum MAtotal MA1 MA2 MA3 ...
3
centroid example simple rectangular shape
Sum MAtotal MA1 MA2 MA3 ...
Take ZZ as the reference axis and take moment
w.r.t ZZ axis
4
Moment of Inertia (I)
  • also known as the Second Moment of the Area is a
    term used to describe the capacity of a
    cross-section to resist bending.
  • It is a mathematical property of a section
    concerned with a surface area and how that area
    is distributed about the reference axis. The
    reference axis is usually a centroidal axis.

where
5
Moment of Inertia example simple rectangular
shape
Centroid or Neutral axis
6
I is an important value!
  • It is used to determine the state of stress in a
    section.
  • It is used to calculate the resistance to
    bending.
  • It can be used to determine the amount of
    deflection in a beam.

gt Stronger section
7
Built-up sections
  • It is often advantageous to combine a number of
    smaller members in order to create a beam or
    column of greater strength.
  • The moment of inertia of such a built-up section
    is found by adding the moments of inertia of the
    component parts

8
Transfer formula
  • There are many built-up sections in which the
    component parts are not symmetrically distributed
    about the centroidal axis.
  • To determine the moment of inertia of such a
    section is to find the moment of inertia of the
    component parts about their own centroidal axis
    and then apply the transfer formula.
  • The transfer formula transfers the moment of
    inertia of a section or area from its own
    centroidal axis to another parallel axis. It is
    known from calculus to be
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