Determine the transformed reduced stiffness matrix for a unidirectional ply oriented at 45 degrees to the global x-axis for the material. [Q]=[150.72 2.41 8.04 0 0 2.41 Where: 0 0 GP Using the formula below: [T] = 10] [cos²0 sin²0 Q = [T]¹[Q][T] T sin20 cos²0 -sin cose sin cose 2sin cose -2sin@cose cos20-sin²0]
Determine the transformed reduced stiffness matrix for a unidirectional ply oriented at 45 degrees to the global x-axis for the material. [Q]=[150.72 2.41 8.04 0 0 2.41 Where: 0 0 GP Using the formula below: [T] = 10] [cos²0 sin²0 Q = [T]¹[Q][T] T sin20 cos²0 -sin cose sin cose 2sin cose -2sin@cose cos20-sin²0]
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![W
Determine the transformed reduced stiffness matrix for a unidirectional ply
oriented at 45 degrees to the global x-axis for the material.
S
[Q]= [150.72 2.41
2.41 8.04
0 0
English (United Kingdom) Text Predictions: On
- Q Search
23
Where:
Using the formula below:
F3
E
[T] =
$
4 €
R
[T]-¹=
F
0
0 GP
F5
10]
[cos²0
sin²0
-sin cose
Accessibility: Good to go
%
5
[cos²0
sin²0
sin cose
Q = [T]¹[Q][T] T
T
F6
6
G
sin²0
cos²0
sin cose
sin 20
cos²0
-sin@cose
2sin cose
-2sin@cose
cos²0-sin²0]
&
H
-2sin cose
2sin cose
cos²0-sin²0]
FB
LU
U
* 00
O
J
F9
8
(
9
F10
K
M
Focus GO
F11
0
B
P](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c9c3259-16b0-44c2-9416-39962bcc9c3e%2F69f573b2-8237-497e-b9d1-059b9ef7b2b0%2Fx2cccra_processed.jpeg&w=3840&q=75)
Transcribed Image Text:W
Determine the transformed reduced stiffness matrix for a unidirectional ply
oriented at 45 degrees to the global x-axis for the material.
S
[Q]= [150.72 2.41
2.41 8.04
0 0
English (United Kingdom) Text Predictions: On
- Q Search
23
Where:
Using the formula below:
F3
E
[T] =
$
4 €
R
[T]-¹=
F
0
0 GP
F5
10]
[cos²0
sin²0
-sin cose
Accessibility: Good to go
%
5
[cos²0
sin²0
sin cose
Q = [T]¹[Q][T] T
T
F6
6
G
sin²0
cos²0
sin cose
sin 20
cos²0
-sin@cose
2sin cose
-2sin@cose
cos²0-sin²0]
&
H
-2sin cose
2sin cose
cos²0-sin²0]
FB
LU
U
* 00
O
J
F9
8
(
9
F10
K
M
Focus GO
F11
0
B
P
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