1018
10–9.
SOLUTION
Moment of Inertia:Performing the integration, we have
Ans.
(b) Differential Element:Here,The area of the differential
element parallel to xaxis is
Moment of Inertia:Applying Eq. 10–1 and performing the integration, we have
Ans.=23.8 ft4
=2c–
y2
15 125 –10y23
2–
2y
375 125 –10y23
2–
2
13125 125 –10y27
2d
`
0
2.5 ft
=2L2.5 ft
0
y2225 –10ydy
Ix=L
A
y2dA
dA =2xdy =2225 –10ydy.
x=225 –10y.
=23.8 ft4
=1
3a–0.001
7x7+0.075
5x5–1.875
3x3+15.625xb
`
–5 ft
5 ft
Ix=LdIx=1
3L5 ft
–5 ft 1–0.001x6+0.075x4–1.875x2+15.6252dx
=1
31–0.001x6+0.075x4–1.875x2+15.6252dx
=1
312.5 –0.1x223dx
=1
12 1dx2y3+ydxay
2b2
dIx=dIx¿+dAy
‘2
Determine the moment of inertia of the area about the x
axis. Solve the problem in two ways,using rectangular
differential elements: (a) having a thickness dx and
(b) having a thickness of dy.
y
x
y=2.5 – 0.1x2
5ft
2.5 ft
Ans:
I
23.8
ft