2. 5 - 2
Introduction
• The earth exerts a gravitational force on each of the particles
forming a body. These forces can be replace by a single
equivalent force equal to the weight of the body and applied
at the center of gravity for the body.
• The centroid of an area is analogous to the center of
gravity of a body. The concept of the first moment of an
area is used to locate the centroid.
3.
4. Centroids
• Centroid of mass
–(a.k.a. Center of mass)
–(a.k.a. Center of weight)
–(a.k.a. Center of gravity)
• For a solid, the point where the
distributed mass is centered
• Centroid of volume, Centroid of area
7. 5 - 7
Center of Gravity of a 2D Body
• Center of gravity of a plate
dW
y
W
y
W
y
M
dW
x
W
x
W
x
M
y
y
• Center of gravity of a wire
8. 5 - 8
Centroids &First Moments of Areas & Lines
x
Q
dA
y
A
y
y
Q
dA
x
A
x
dA
t
x
At
x
tdA
dV
dM
tA
V
M
dM
x
g
gM
x
dW
x
W
x
x
y
respect to
h
moment wit
first
respect to
h
moment wit
first
)
• Centroid of an area
dL
y
L
y
dL
x
L
x
dL
a
x
La
x
dW
x
W
x
• Centroid of a line
9. 5 - 9
First Moments of Areas and Lines
• An area is symmetric with respect to an axis BB’
if for every point P there exists a point P’ such
that PP’ is perpendicular to BB’ and is divided
into two equal parts by BB’.
• The first moment of an area with respect to a
line of symmetry is zero.
• If an area possesses a line of symmetry, its
centroid lies on that axis
• If an area possesses two lines of symmetry, its
centroid lies at their intersection.
• An area is symmetric with respect to a center O
if for every element dA at (x,y) there exists an
area dA’ of equal area at (-x,-y).
• The centroid of the area coincides with the
center of symmetry.
12. 5 - 12
Composite Plates and Areas
• Composite weight
W
y
W
Y
W
x
W
X
• Composite area
A
y
A
Y
A
x
A
X
13. 5 - 13
Sample Problem 5.1
For the plane area shown, determine
the first moments with respect to the x
and y axes and the location of the
centroid.
SOLUTION:
• Divide the area into a triangle, rectangle,
and semicircle with a circular cutout.
• Compute the coordinates of the area
centroid by dividing the first moments by
the total area.
• Find the total area and first moments of
the triangle, rectangle, and semicircle.
Subtract the area and first moment of the
circular cutout.
• Calculate the first moments of each area
with respect to the axes.
14. 5 - 14
Sample Problem 5.1
3
3
3
3
mm
10
7
.
757
mm
10
2
.
506
y
x
Q
Q
• Find the total area and first moments of the
triangle, rectangle, and semicircle. Subtract the
area and first moment of the circular cutout.
15. 5 - 15
Sample Problem
2
3
3
3
mm
10
13.828
mm
10
7
.
757
A
A
x
X
mm
8
.
54
X
2
3
3
3
mm
10
13.828
mm
10
2
.
506
A
A
y
Y
mm
6
.
36
Y
• Compute the coordinates of the area
centroid by dividing the first moments by
the total area.
16. 5 - 16
Determination of Centroids by
Integration
ydx
y
dA
y
A
y
ydx
x
dA
x
A
x
el
el
2
dx
x
a
y
dA
y
A
y
dx
x
a
x
a
dA
x
A
x
el
el
2
d
r
r
dA
y
A
y
d
r
r
dA
x
A
x
el
el
2
2
2
1
sin
3
2
2
1
cos
3
2
dA
y
dy
dx
y
dA
y
A
y
dA
x
dy
dx
x
dA
x
A
x
el
el
• Double integration to find the first moment
may be avoided by defining dA as a thin
rectangle or strip.
17. 5 - 17
Sample Problem 5.4
Determine by direct integration the
location of the centroid of a parabolic
spandrel.
SOLUTION:
• Determine the constant k.
• Evaluate the total area.
• Using either vertical or horizontal
strips, perform a single integration to
find the first moments.
• Evaluate the centroid coordinates.
18. 5 - 18
Sample Problem 5.4
SOLUTION:
• Determine the constant k.
2
1
2
1
2
2
2
2
2
y
b
a
x
or
x
a
b
y
a
b
k
a
k
b
x
k
y
• Evaluate the total area.
3
3
0
3
2
0
2
2
ab
x
a
b
dx
x
a
b
dx
y
dA
A
a
a
19. 5 - 19
Sample Problem 5.4
• Using vertical strips, perform a single integration
to find the first moments.
10
5
2
2
1
2
4
4
2
0
5
4
2
0
2
2
2
2
0
4
2
0
2
2
ab
x
a
b
dx
x
a
b
dx
y
y
dA
y
Q
b
a
x
a
b
dx
x
a
b
x
dx
xy
dA
x
Q
a
a
el
x
a
a
el
y
20. 5 - 20
Sample Problem 5.4
• Or, using horizontal strips, perform a single
integration to find the first moments.
10
4
2
1
2
2
2
0
2
3
2
1
2
1
2
1
2
0
2
2
0
2
2
ab
dy
y
b
a
ay
dy
y
b
a
a
y
dy
x
a
y
dA
y
Q
b
a
dy
y
b
a
a
dy
x
a
dy
x
a
x
a
dA
x
Q
b
el
x
b
b
el
y
21. 5 - 21
Sample Problem 5.4
• Evaluate the centroid coordinates.
4
3
2
b
a
ab
x
Q
A
x y
a
x
4
3
10
3
2
ab
ab
y
Q
A
y x
b
y
10
3
22. 5 - 22
Theorems of Pappus-Guldinus
• Surface of revolution is generated by rotating a
plane curve about a fixed axis.
• Area of a surface of revolution is
equal to the length of the generating
curve times the distance traveled by
the centroid through the rotation.
L
y
A
2
23. 5 - 23
Theorems of Pappus-Guldinus
• Body of revolution is generated by rotating a plane
area about a fixed axis.
• Volume of a body of revolution is
equal to the generating area times
the distance traveled by the centroid
through the rotation.
A
y
V
2
24. 5 - 24
Sample Problem 5.7
The outside diameter of a pulley is 0.8 m,
and the cross section of its rim is as shown.
Knowing that the pulley is made of steel
and that the density of steel is
determine the mass and weight of the rim.
3
3
m
kg
10
85
.
7
SOLUTION:
• Apply the theorem of Pappus-Guldinus
to evaluate the volumes or revolution
for the rectangular rim section and the
inner cutout section.
• Multiply by density and acceleration
to get the mass and acceleration.
25. 5 - 25
Sample Problem 5.7
SOLUTION:
• Apply the theorem of Pappus-Guldinus
to evaluate the volumes or revolution for
the rectangular rim section and the inner
cutout section.
3
3
9
3
6
3
3
mm
m
10
mm
10
65
.
7
m
kg
10
85
.
7
V
m kg
0
.
60
m
2
s
m
81
.
9
kg
0
.
60
mg
W N
589
W
• Multiply by density and acceleration to
get the mass and acceleration.
26. 5 - 26
Distributed Loads on Beams
• A distributed load is represented by plotting the load
per unit length, w (N/m) . The total load is equal to
the area under the load curve.
A
dA
dx
w
W
L
0
A
x
dA
x
A
OP
dW
x
W
OP
L
0
• A distributed load can be replace by a concentrated
load with a magnitude equal to the area under the
load curve and a line of action passing through the
area centroid.
27. 5 - 27
Sample Problem 5.9
A beam supports a distributed load as
shown. Determine the equivalent
concentrated load and the reactions at
the supports.
SOLUTION:
• The magnitude of the concentrated load
is equal to the total load or the area under
the curve.
• The line of action of the concentrated
load passes through the centroid of the
area under the curve.
• Determine the support reactions by
summing moments about the beam
ends.
28. 5 - 28
Sample Problem 5.9
SOLUTION:
• The magnitude of the concentrated load is equal to
the total load or the area under the curve.
kN
0
.
18
F
• The line of action of the concentrated load passes
through the centroid of the area under the curve.
kN
18
m
kN
63
X m
5
.
3
X
29. 5 - 29
Sample Problem 5.9
• Determine the support reactions by summing
moments about the beam ends.
0
m
.5
3
kN
18
m
6
:
0
y
A B
M
kN
5
.
10
y
B
0
m
.5
3
m
6
kN
18
m
6
:
0
y
B A
M
kN
5
.
7
y
A
30. 5 - 30
Center of Gravity of a 3D Body:
Centroid of a Volume
• Center of gravity G
j
W
j
W
j
W
r
j
W
r
j
W
r
j
W
r
G
G
dW
r
W
r
dW
W G
• Results are independent of body orientation,
zdW
W
z
ydW
W
y
xdW
W
x
zdV
V
z
ydV
V
y
xdV
V
x
dV
dW
V
W
and
• For homogeneous bodies,
32. 5 - 32
Composite 3D Bodies
• Moment of the total weight concentrated at the
center of gravity G is equal to the sum of the
moments of the weights of the component parts.
W
z
W
Z
W
y
W
Y
W
x
W
X
• For homogeneous bodies,
V
z
V
Z
V
y
V
Y
V
x
V
X
33. 5 - 33
Sample Problem 5.12
Locate the center of gravity of the steel
machine element. The diameter of each
hole is 1 in.
SOLUTION:
• Form the machine element from a
rectangular parallelepiped and a
quarter cylinder and then subtracting
two 1-in. diameter cylinders.
35. 5 - 35
Sample Problem 5.12
3
4
in
.286
5
in
08
.
3
V
V
x
X
3
4
in
.286
5
in
5.047
V
V
y
Y
3
4
in
.286
5
in
.618
1
V
V
z
Z
in.
577
.
0
X
in.
577
.
0
Y
in.
577
.
0
Z
