i made gatot karohika st. mt. mechanical engineering udayana university
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STATIKA STRUKTUR. I Made Gatot Karohika ST. MT. Mechanical Engineering Udayana university. Genap 2012 / 2013. 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 of Lines - PowerPoint PPT PresentationTRANSCRIPT
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I Made Gatot Karohika ST. MT.Mechanical Engineering
Udayana university
Genap2012 / 2013
STATIKA STRUKTUR
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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 of Lines
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 the first 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.
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Center of Gravity of a 2D Body
• Center of gravity of a plate
dWy
WyWyM
dWx
WxWxM
y
y
• Center of gravity of a wire
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Centroids and First Moments of Areas and Lines
x
QdAyAyy
QdAxAx
dAtxAtx
dWxWx
x
y
respect toh moment witfirst
respect toh moment witfirst
• Centroid of an area
dLyLy
dLxLx
dLaxLax
dWxWx
• Centroid of a line
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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.
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Centroids of Common Shapes of Areas
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Centroids of Common Shapes of Lines
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Composite Plates and Areas
• Composite plates
WyWYWxWX
• Composite area
AyAYAxAX
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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.
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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 the area and first moment of the circular cutout.
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Sample Problem 5.1
23
33
mm1013.828mm107.757
AAxX
mm 8.54X
23
33
mm1013.828mm102.506
AAyY
mm 6.36Y
• Compute the coordinates of the area centroid by dividing the first moments by the total area.
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Determination of Centroids by Integration
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
dAydydxydAyAy
dAxdydxxdAxAx
el
el• Double integration to find the first moment
may be avoided by defining dA as a thin rectangle or strip.
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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 5.4SOLUTION:• Determine the constant k.
2121
22
22
2
yb
axorxaby
abkakb
xky
• Evaluate the total area.
3
30
3
20
22
ab
xabdxx
abdxy
dAAaa
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Sample Problem 5.4• Using vertical strips, perform a single integration
to find the first moments.
1052
21
2
44
2
0
5
4
2
0
22
2
2
0
4
2
0
22
abxa
b
dxxabdxyydAyQ
baxab
dxxabxdxxydAxQ
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
421
22
2
0
2321
2121
2
0
22
0
22
abdyyb
aay
dyyb
aaydyxaydAyQ
badyyb
aa
dyxadyxaxadAxQ
b
elx
b
b
ely
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Sample Problem 5.4• Evaluate the centroid coordinates.
43
2baabx
QAx y
ax43
103
2ababy
QAy x
by103
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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 generating curve times the distance traveled by the centroid through the rotation.
LyA 2
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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.
AyV 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 of steel is determine the mass and weight of the rim.
33 mkg 1085.7
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.
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Sample Problem 5.7SOLUTION:• 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 kg 0.60m
2sm 81.9kg 0.60mgW N 589W
• 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 to the area under the load curve.
AdAdxwWL
0
AxdAxAOP
dWxWOPL
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.
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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.
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Sample Problem 5.9SOLUTION:• The magnitude of the concentrated load is equal to
the total load or the area under the curve.kN 0.18F
• The line of action of the concentrated load passes through the centroid of the area under the curve.
kN 18mkN 63
X m5.3X
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Sample Problem 5.9
• Determine the support reactions by summing moments about the beam ends.
0m .53kN 18m 6:0 yA BM
kN 5.10yB
0m .53m 6kN 18m 6:0 yB AM
kN 5.7yA
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Center of Gravity of a 3D Body: Centroid of a Volume
• Center of gravity G
jWjW
jWrjWr
jWrjWr
G
G
dWrWrdWW G
• 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 the
center 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
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.
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Sample Problem 5.12
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Sample Problem 5.12
34 in .2865in 08.3 VVxX
34 in .2865in 5.047 VVyY
34 in .2865in .6181 VVzZ
in. 577.0X
in. 577.0Y
in. 577.0Z