Mechanical Engineering Principles

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88 MECHANICAL ENGINEERING PRINCIPLES

=

1
2

[
25 x^3
3


10 x^4
4

+

x^5
5

] 5

0
125
6

=

1
2

(
25 ( 125 )
3


6250
4

+ 625

)

125
6

= 2. 5

Hence the centroid of the area lies at (2.5, 2.5)
(Note from Figure 7.6 that the curve is symmet-
rical aboutx = 2 .5 and thus xcould have been
determined ‘on sight’).


Problem 5. Locate the centroid of the area
enclosed by the curvey= 2 x^2 ,they-axis
and ordinatesy=1andy=4, correct to 3
decimal places.

From Section 7.4,


x=

1
2

∫ 4

1

x^2 dy
∫ 4

1

xdy

=

1
2

∫ 4

1

y
2

dy
∫ 4

1


y
2

dy

=

1
2

[
y^2
4

] 4

1
[
2 y^3 /^2

3


2

] 4

1

=

15
8
14
3


2

= 0. 568

and y=


∫ 4

1

xydy
∫ 4

1

xdy

=

∫ 4

1


y
2

(y)dy

14
3


2

=

∫ 4

1

y^3 /^2

2

dy

14

3


2

=

1

2




y^5 /^2
5
2




4

1
14

3


2

=

2

5


2

( 31 )

14

3


2

= 2. 657

Hence the position of the centroid is at
(0.568, 2.657).

Now try the following exercise

Exercise 36 Further problems on cent-
roids of simple shapes


  1. Determine the position of the centroid of
    a sheet of metal formed by the curve
    y= 4 x−x^2 which lies above thex-axis.
    [(2, 1.6)]

  2. Find the coordinates of the centroid of the
    area that lies between the curve


y
x=x−^2
and thex-axis. [(1,−0.4)]


  1. Determine the coordinates of the centroid
    of the area formed between the curve
    y= 9 −x^2 and thex-axis. [(0, 3.6)]

  2. Determine the centroid of the area lying
    between y = 4 x^2 ,they-axis and the
    ordinatesy=0andy=4.
    [(0.375, 2.40]

  3. Find the position of the centroid of the
    area enclosed by the curvey=



5 x,the
x-axis and the ordinatex=5.
[(3.0, 1.875)]


  1. Sketch the curve y^2 = 9 xbetween the
    limitsx=0andx=4. Determine the
    position of the centroid of this area.
    [(2.4, 0)]


7.7 Second moments of area of regular


sections


Thefirst moment of areaabout a fixed axis of a
lamina of areaA, perpendicular distanceyfrom the
centroid of the lamina is defined asAycubic units.
Thesecond moment of areaof the same lamina
as above is given byAy^2 , i.e. the perpendicular
distance from the centroid of the area to the fixed
axis is squared.
Second moments of areas are usually denoted byI
and have units of mm^4 ,cm^4 , and so on.
Several areas,a 1 ,a 2 ,a 3 ,...at distancesy 1 ,y 2 ,y 3 ,
...from a fixed axis, may be replaced by a single
areaA,whereA=a 1 +a 2 +a 3 +···at distancek
from the axis, such thatAk^2 =


ay^2 .kis called
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