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VECTOR MECHANICS FOR ENGINEERS:
STATICS
Seventh Edition
Ferdinand P. Beer
E. Russell Johnston, Jr.
Lecture Notes:
J. Walt Oler
Texas Tech University
CHAPTER
2003 The McGraw-Hill Com anies, Inc. All ri hts reserved.
Distributed Forces:
Centroids and Centersof Gravity
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Vector Mechanics for Engineers: Staticseventh
5 - 2
Contents
Introduction
Center of Gravity of a 2D Body
Centroids and First Moments of
Areas and Lines
Centroids of Common Shapes of
Areas
Centroids of Common Shapes ofLines
Composite Plates and Areas
Sample Problem 5.1
Determination of Centroids by
Integration
Sample Problem 5.4
Theorems of Pappus-Guldinus
Sample Problem 5.7
Distributed Loads on Beams
Sample Problem 5.9
Center of Gravity of a 3D Body:
Centroid of a Volume
Centroids of Common 3D Shapes Composite 3D Bodies
Sample Problem 5.12
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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 thefirst moment of an
area is used to locate the centroid.
Determination of the area of a surface of revolution and
the volume of a body of revolution are accomplished
with the Theorems of Pappus-Guldinus.
V M h i f E i S i
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Center of Gravity of a 2D Body
Center of gravity of a plate
=
=
=
=
dWy
WyWyM
dWx
WxWx
y
y
Center of gravity of a wire
V M h i f E i S i
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Centroids and First Moments of Areas and Lines
( ) ( )
x
QdAyAy
y
QdAxAx
dAtxAtx
dWxWx
x
y
respect tohmoment witfirst
respect tohmoment witfirst
=
==
===
=
=
Centroid of an area
( ) ( )
==
=
=
dLyLydLxLx
dLaxLax
dWxWx
Centroid of a line
V t M h i f E i St ti
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First Moments of Areas and Lines
An area is symmetric with respect to an axisBBif for every point P there exists a point P such
that PP is perpendicular toBB and is divided
into two equal parts byBB.
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 thecenter of symmetry.
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Centroids of Common Shapes of Areas
V t r M h i f r E gi r St tie
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Centroids of Common Shapes of Lines
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Composite Plates and Areas
Composite plates
=
=
WyWY
WxWX
Composite area
=
=
AyAY
AxAX
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Sample Problem 5.1
For the plane area shown, determine
the first moments with respect to the
x andy 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 areawith respect to the axes.
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Sample Problem 5.1
33
33
mm107.757
mm102.506
+=
+=
y
x
Q
Q Find the total area and first moments of the
triangle, rectangle, and semicircle. Subtract thearea and first moment of the circular cutout.
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Sample Problem 5.1
Compute the coordinates of the area
centroid by dividing the first moments by
the total area.
23
33
mm1013.828
mm107.757
+==
A
AxX
mm8.54=X
23
33
mm1013.828
mm102.506
+==
A
AyY
mm6.36=Y
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Determination of Centroids by Integration
======
dAydydxydAyAy
dAxdydxxdAxAx
el
el Double integration to find the first momentmay be avoided by defining dA as a thin
rectangle or strip.
( )
( )ydxy
dAyAy
ydxx
dAxAx
el
el
=
==
=
2
( )[ ]
( )[ ]dxxay
dAyAy
dxxaxa
dAxAx
el
el
=
=
+=
=
2
=
=
=
=
drr
dAyAy
drr
dAxAx
el
el
2
2
21sin
32
21cos
32
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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.
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Sample Problem 5.4
SOLUTION:
Determine the constant k.
21
21
2
2
2
2
2
y
b
axorx
a
by
a
bkakb
xky
==
==
=
Evaluate the total area.
3
30
3
20
2
2
ab
x
a
bdxx
a
bdxy
dAA
aa
=
===
=
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Sample Problem 5.4
Using vertical strips, perform a single integration
to find the first moments.
1052
2
1
2
44
2
0
5
4
2
0
22
2
2
0
4
2
0
2
2
abx
a
b
dxxa
bdxy
ydAyQ
bax
a
b
dxxa
bxdxxydAxQ
a
a
elx
a
a
ely
=
=
===
=
=
===
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Sample Problem 5.4
Or, using horizontal strips, perform a single
integration to find the first moments.
( )
( )
10
42
1
22
2
0
2321
21
21
2
0
22
0
22
abdyy
b
aay
dyyb
aaydyxaydAyQ
badyy
b
aa
dy
xa
dyxa
xa
dAxQ
b
elx
b
b
ely
=
=
===
=
=
=
+
==
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Sample Problem 5.4
Evaluate the centroid coordinates.
43
2
baabx
Qx y
=
=
ax43=
103
2abab
y
QAyx
=
=
by10
3=
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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 generatingcurve times the distance traveled by
the centroid through the rotation.
Ly2=
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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.
yV 2=
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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 ofsteel is
determine the mass and weight of the
rim.
33 mkg1085.7 =
SOLUTION:
Apply the theorem of Pappus-Guldinus
to evaluate the volumes or revolution
for the rectangular rim section and theinner cutout section.
Multiply by density and acceleration
to get the mass and acceleration.
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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.
( )( )
== 3393633 mmm10mm1065.7mkg1085.7Vm kg0.60=m
( ) 2sm81.9kg0.60== mgW N589=W
Multiply by density and acceleration to
get the mass and acceleration.
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Distributed Loads on Beams
A distributed load is represented by plotting the load
per unit length, w (N/m) . The total load is equal tothe area under the load curve.
=== AdAdxwWL
0
( )
( ) AxdAxAOP
dWxWOPL
==
=
0
A distributed load can be replace by a concentratedload with a magnitude equal to the area under the
load curve and a line of action passing through the
area centroid.
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Sample Problem 5.9
A beam supports a distributed load as
shown. Determine the equivalent
concentrated load and the reactions atthe 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.
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Sample Problem 5.9
SOLUTION:
The magnitude of the concentrated load is equal to
the total load or the area under the curve.
kN0.18=F
The line of action of the concentrated load passes
through the centroid of the area under the curve.
kN18
mkN63 =X m5.3=X
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Sample Problem 5.9
Determine the support reactions by summing
moments about the beam ends.
( ) ( )( ) 0m.53kN18m6:0 == yA BM
kN5.10=yB
( ) ( )( ) 0m.53m6kN18m6:0 =+= yB AM
kN5.7=y
A
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Center of Gravity of a 3D Body: Centroid of a Volume
Center of gravity G
( ) = jWjWrr
( ) ( )[ ]( ) ( ) ( )jWrjWr
jWrjWr
G
Gr
r
r
r
rr
rr
=
=
== dWrWrdWW Grr
Results are independent of body orientation,
=== zdWWzydWWyxdWWx
=== zdVVzydVVyxdVVx
dVdWVW == and
For homogeneous bodies,
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Centroids of Common 3D Shapes
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Composite 3D Bodies
Moment of the total weight concentrated at thecenter of gravity G is equal to the sum of the
moments of the weights of the component parts.
=== WzWZWyWYWxWX
For homogeneous bodies,
=== VzVZVyVYVxVX
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Sample Problem 5.12
SOLUTION: Form the machine element from a
rectangular parallelepiped and a
quarter cylinder and then subtracting
two 1-in. diameter cylinders.
Locate the center of gravity of thesteel machine element. The diameter
of each hole is 1 in.
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Sample Problem 5.12
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Sample Problem 5.12
34 in.2865in08.3== VVxX
in.577.0=X
34 in.2865in5.047== VVyY
in.577.0=Y
34 in.2865in.6181== VVzZ
in.577.0=Z