TRAN MINH TU - University of Civil Engineering, Giai Phong Str... First moment of area.[r]
Trang 1STRENGTH OF MATERIALS
TRAN MINH TU -University of Civil Engineering, Giai Phong Str 55, Hai Ba Trung Dist Hanoi, Vietnam
Trang 2CHAPTER
1/10/2013
Geometric Properties of an Area
Trang 35.1 Introduction 5.2 First moment of area 5.3 Moment of inertia for an area 5.4 Moment of inertia for some simple areas 5.5 Parallel - axis theorem
5.6 Examples
Trang 45.1 Introduction
Dimension, shape?
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5.2 First Moment of Area
5.2.1 Definition
( )
x
A
S ydA
( )
y
A
S xdA
• Centroidal axes: are axes, which first moment of a plane A about them
is zero
• The first moment of a plane A about
the x- and y-axes are defined as
• Value: positive, negative or zero
• Dimension: [L3]; Unit: m3, cm3,
5.2.2 The centroid of an area
• The centroid C of the area is defined as the point in the xy-plane that has the coordinates
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y C
S x
A
C
S y
A
xC
5.2 First Moment of Area
• If the origin of the xy-coordinate system
is the centroid of the area then Sx=Sy=0
• Whenever the area has an axis of
symmetry, the centroid of the area will lie
on that axis
1
n i
i
1
n i
i
• If the area can be subdivided in to simple geometric shapes (rectangles, circles, etc., then
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5.2.3 The centroid of composite area
5.2 First Moment of Area
1
1
n
Ci i
y i
i i
x A S
x
A
A
1
1
n
Ci i
x i
i i
y A S
y
A
A
x
y
C1
C2
C3
xC1
yC1
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5.3 Moment of Inertia for an Area
2
( )
x
A
( )
y
A
5.3.1 Moment of inertia
5.3.2 Polar moment of inertia
2 ( )
A
5.3.3 Product of inertia
( )
xy
A
• The value of moment of inertia and polar moment of inertia always positive, but the product of inertia can be positive, negative,
or zero
• Dimension: [L4]; Unit: m4, cm4,
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5.3 Moment of Inertia for an Area
- The product of inertia Ixy for an area will be zero if either the x or the y axis is an axis of symmetry for the area
- The area with hole, then the hole’s
area is given by minus sign
- The composite areas:
1
n
i
i
1
n i
i
1
n i
i
1
n i
i
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5.4 Moment of Inertia for some simple areas
• Rectangular
• Circle
• Triangular
3 12
x
bh
12
y
hb
I
4
0,1
2 32
p
4
0,05
x y
I I D
3
12
x
bh
I
b
x y
D
x y
b
x