The strain components ɛx, Ey, and yy are given for a point in a body subjected to plane strain. Using Mohr's circle, determine the principal strains, the maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle 0p, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 0 µE, ɛy = 380 µE, V.y = 230 µrad. Enter the angle such that -45° s ®,s+45°. Answer: Ep1 = Ep2 = με Ymax in-plane prad Yabsolute max." Hrad 0, =
The strain components ɛx, Ey, and yy are given for a point in a body subjected to plane strain. Using Mohr's circle, determine the principal strains, the maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle 0p, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 0 µE, ɛy = 380 µE, V.y = 230 µrad. Enter the angle such that -45° s ®,s+45°. Answer: Ep1 = Ep2 = με Ymax in-plane prad Yabsolute max." Hrad 0, =
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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![The strain components ɛx, Ey, and yxy are given for a point in a body subjected to plane strain. Using Mohr's circle, determine the
principal strains, the maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle 0p, the
principal strain deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 0 HE, ɛy = 380 µɛ, Yxy = 230 µrad. Enter the angle such that -45° s 0,s+45°.
Answer:
Ep1 =
με
Ep2 =
με
Ymax in-plane =
prad
Yabsolute max. =
prad
0, =](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff7e188c0-c649-4abb-ab35-051d65ace2f0%2F655b5c7a-f286-413c-ae26-6454b1fe66f8%2Fn8hkpha_processed.png&w=3840&q=75)
Transcribed Image Text:The strain components ɛx, Ey, and yxy are given for a point in a body subjected to plane strain. Using Mohr's circle, determine the
principal strains, the maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle 0p, the
principal strain deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 0 HE, ɛy = 380 µɛ, Yxy = 230 µrad. Enter the angle such that -45° s 0,s+45°.
Answer:
Ep1 =
με
Ep2 =
με
Ymax in-plane =
prad
Yabsolute max. =
prad
0, =
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