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GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 1
Strength Of Materials ( III Semester)
SUBJECT CODE: 15ME31T
Centre of Gravity and Moment of Inertia
THAURYA NAIK
Lecturer
Mechanical Department
Covernment Polytechnic,KAMPLI
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 2
Centre of Gravity
2.1 Introduction:
The every particle of a body is attracted by the earth towards its centre. The force of attraction
which is proportional to the mass of a particle acts vertically downward and is known as weight
of the body. As the distance between the different particle of a body and the centre of the earth is
the same, therefore these forces may be taken to act along the parallel lines.
Centre of Gravity: A point through which the whole weight of the body acts. A body is having
only one centre of gravity for all the positions.
Centre of Gravity is the term for 3-dimensional shapes.
It is represented by C.G. or G.
Centroid : The Geometrical centre of an object is defined as its Centroid.
OR
The point which the total area of a plane figure (Triangle, square, rectangle, quadrilateral,
circle etc.) is assumed to be concentrated is known as the centroid of that area.
2.2 Methods for Centre of Gravity:
The centre of gravity (or centroid) may be found out by any one of the following methods:
1. By geometrical considerations
2. By moments
3. By graphical method
2.2.1 Centre of Gravity By geometrical considerations:
Centre of gravity of the simple figures may be found out from the geometry of the figures
as shown below.
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 3
Centroid of a rectangle =(l/2, h/2)
Area of Rectangle A= l X h
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 4
Axis of reference:
➢ The CG of a body always calculated with reference to some assumed axis(XY), these
axis are known as axis of reference.
➢ The Axis of reference of plane figure is generally taken as the lowest line of the figure
for determining Y and left line of the figure for calculating X.
2.2.2 Centre of Gravity by moments:
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 5
2.3 C.G. of plane figure:
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 6
2.4 Centre of Gravity of Symmetrical Sections:
➢ The given section, whose centre of gravity is required to be found out,is symmetrical
about X-X axis or Y-Y axis.
➢ In such cases, the procedure for calculating the centre of gravity of the body is very much
simplified as we have only to calculate either x or y.
➢ This is due to the reason that the centre of gravity of the body will lie on the axis of
symmetry.
2.5 PROBLEMS.
Problems: 1
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 7
Problem 2:
Problem 3:
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 8
C.G of Unsymmetrical sections:
Problem 4:
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 16
Moment of Inertia
2.5 Introduction:
Moment of a force (P) about a point is the product of the force and perpendicular distance
(x) between the point and the line of action of the force (i.e P.x). This moment is also called first
moment of force. If this moment is again multiplied by the perpendicular distance (x) between
the point and the line of action of the force i.e P.x(x)=Px2 , then this quantity is called moment of
the moment of a force or second moment of a force or Moment of inertia (written as M.I).
Sometimes, instead of force, area or mass of a figure or body is taken in to consideration.
Then the second moment is known as second moment of area or second moment of mass. But all
such second moment is broadly termed as moment of inertia.
2.6 Moment of inertia of a plane area:
2.7 Moment of inertia of a rectangular section:
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 17
M.I of a rectangular section horizontal axis
M.I of a rectangular section vertical axis
2.8 M. I. of a Hollow rectangular section:
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 18
2.9 Theorem of Perpendicular axis:
Statement:
2.10 Theorem of Parallel axis:
Statement:
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THAURYA NAIK LECTURER MECHANICAL DEPT. Page 19
2.11 Moment of Inertia for Standard Sections
GOVERNMENT POLYTECHNIC KAMPLI E CONTENT
THAURYA NAIK LECTURER MECHANICAL DEPT. Page 20
2.12 Problems on M.I
Problem 1: T SECTION