4 The state of plane strain on a differential element of material is shown below. The strains are ₂ = 0, y = -310(10-6), and Yzy = 175(10-6). ▼ Part A - Equivalent Strains on an Oriented Element Determine the equivalent strains on an element oriented 35.0° counterclockwise from the differential element shown. Express your answers, separated by commas, to three significant figures. View Available Hint(s) €₂ € Yzy= [ΨΕΙ ΑΣΦ vec 3 @ C ? dy dy dx dx
4 The state of plane strain on a differential element of material is shown below. The strains are ₂ = 0, y = -310(10-6), and Yzy = 175(10-6). ▼ Part A - Equivalent Strains on an Oriented Element Determine the equivalent strains on an element oriented 35.0° counterclockwise from the differential element shown. Express your answers, separated by commas, to three significant figures. View Available Hint(s) €₂ € Yzy= [ΨΕΙ ΑΣΦ vec 3 @ C ? dy dy dx dx
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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![4
The state of plane strain on a differential element of material is shown below. The strains are € = 0, y = -310(10-6), and Yay = 175(10-6).
Part A - Equivalent Strains on an Oriented Element
Determine the equivalent strains on an element oriented 35.0° counterclockwise from the differential element shown.
Express your answers, separated by commas, to three significant figures.
View Available Hint(s)
ETE, Yzy
=
IVE ΑΣΦ
vec
WOR
?
E, dy
dy
Yay
2
dx
Yxy
-Edr](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F462ae637-bd5b-4659-9142-cd2b96956849%2F91090b5f-a6d0-4262-aa86-a32e1bac2631%2Frev89d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4
The state of plane strain on a differential element of material is shown below. The strains are € = 0, y = -310(10-6), and Yay = 175(10-6).
Part A - Equivalent Strains on an Oriented Element
Determine the equivalent strains on an element oriented 35.0° counterclockwise from the differential element shown.
Express your answers, separated by commas, to three significant figures.
View Available Hint(s)
ETE, Yzy
=
IVE ΑΣΦ
vec
WOR
?
E, dy
dy
Yay
2
dx
Yxy
-Edr
![Part B - Principal Strains on the Oriented Element
Determine the in-plane principal strains on the oriented element.
Express your answers, separated by a comma, to three significant figures.
► View Available Hint(s)
€1=, €2=
Submit
VO ΑΣΦ ↓↑ vec
Part C - Maximum In-Plane Shear Strain and Associated Average Normal Strain
max
in plane, Eavg
?
Determine the maximum in-plane shear strain and the associated average normal strain on the oriented element.
Express your answers, separated by a comma, to three significant figures.
► View Available Hint(s)
— ΑΣΦ ↓1 vec
?
2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F462ae637-bd5b-4659-9142-cd2b96956849%2F91090b5f-a6d0-4262-aa86-a32e1bac2631%2Ftqd0v5q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Part B - Principal Strains on the Oriented Element
Determine the in-plane principal strains on the oriented element.
Express your answers, separated by a comma, to three significant figures.
► View Available Hint(s)
€1=, €2=
Submit
VO ΑΣΦ ↓↑ vec
Part C - Maximum In-Plane Shear Strain and Associated Average Normal Strain
max
in plane, Eavg
?
Determine the maximum in-plane shear strain and the associated average normal strain on the oriented element.
Express your answers, separated by a comma, to three significant figures.
► View Available Hint(s)
— ΑΣΦ ↓1 vec
?
2
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