Determining Neutral Axis & Moment of Inertia for Aerospace Materials, Lecture notes of Mechanics

An example problem for determining the neutral axis location (z-axis) and moment of inertia for a given aerospace mechanics of materials profile. The problem involves calculating the centroid and moment of inertia for three sub-areas of the profile using both integration and the parallel axis theorem. The document also includes formulas and calculations for a rectangle as a reference.

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2021/2022

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Aerospace Mechanics of Materials (AE1108-II) – Example Problem
Example – Section Properties
Problem Statement
Determine the neutral axis location (z-axis) and
moment of inertia for the following profile
12mm
300mm
80mm
z
y
O
1) Where is the centroid (neutral
axis passes through the centroid)?
- 1 axis of symmetry
- Location of y-axis known
150mm
_
y=?
Divide into sub-areas
pf3
pf4
pf5
pf8
pf9

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1

Aerospace Mechanics of Materials (AE1108-II) – Example Problem

Example – Section PropertiesProblem Statement

Determine the neutral axis location (z-axis) andmoment of inertia for the following profile

12mm 300mm

80mm

z

y O

  1. Where is the centroid (neutralaxis passes through the centroid)?
  • 1 axis of symmetry- Location of y-axis known

150mm

_ y=?

Divide into sub-areas

t=12mm

b=300mm

•^

z

y O

_ y=c

1

_ z=150mm

c^2

A^1

_ y^1

A^2

_ y^2

_ y^3

A^3

3 1

1

3 1

i^

i

i

i i

y A

y^

c

A

 

^

1

1

2

2

3

3

1

2

3

y A

y A

y A

A

A

A

^

^

^

Centroid^ datum

1

1

2

2

3

3

1

1

2

3

y A

y A

y A

c^

mm

A

A

A

^

^

^

2

1

c^

h^

c^

mm

^

^

t=12mm

b=300mm

•^

z

y O

_ y=c

(^1) c^2

A^1

_ y^1

A^2

_ y^2

_ y^3

A^3

datum

_ z=150mm

Centroid

5

Aerospace Mechanics of Materials (AE1108-II) – Example Problem

Example – Section Properties

  1. How to determine I?

You can integrate:

2 A I^

y dA ^

or

Use parallel axis theorem

t=12mm b=300mm

2

1

3

z

y O

150mm

18.48mm

For a rectangle:

3

centroid

bh

I^

^3

2

1

(^

i

z^

centroid

i^

i

I^

I^

d A

^

2

x^

x

I^

I^

A d

^

Parallel axis theorem:

d = distance from centroid ofA to centroid of overall section

b

h

b/

h/ y O

z

t=12mm

b=300mm

•^

z

y O

A^1
A^2

d^2

A^3

Moment of Inertia

Area 2:

2

2

2

2

2

4

z^

c

I^

I^

A d

mm

^

2

2

A^

mm

^

(Calculated previously)

3

4

2

c

t h I^

mm

^

2

1

h 2 d^

c^

mm

^
^

c^1

=18. c^2

=61.

t=12mm

b=300mm

•^

z

y O

A^1
A^2

d^3

A^3

Moment of Inertia

Area 3:

Same as Area 2! c^1

=18. c^2

=61.

2

3

3

3

3

4

z^

c

I^

I^

A d

mm

^

2

3

A^

mm

3

4

3

c

t h I^

mm

^

3

1

h 2 d^

c^

mm

^
^