The strain components ɛ, 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 absolutemaximum shear strain at the point. Show the angle 6, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 500 µE, ɛ, = -550 µE, Yxy =-840 urad. Enter the angle such that -45°58,5 +45°. Answer: Ep1= Ep2= Ymax in-plane= prad Yabsolute max. prad O, =
The strain components ɛ, 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 absolutemaximum shear strain at the point. Show the angle 6, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 500 µE, ɛ, = -550 µE, Yxy =-840 urad. Enter the angle such that -45°58,5 +45°. Answer: Ep1= Ep2= Ymax in-plane= prad Yabsolute max. prad O, =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The strain components ɛ,, Ey, and yy are given for a point in a body subjected to plane strain. Using Mohr's cirdle, determine the
principal strains, the maximum in-plane shear strain, and the absolutemaximum shear strain at the point. Show the angle 6, the
principal strain deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 500 µE, ɛ, = -550 µE, Yxy = -840 urad. Enter the angle such that -45°58,5 +45°.
Answer:
Ep1=
Ep2=
Ymax in-plane=
prad
Yabsolute max.
prad
6, =](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0420015a-80c2-40ac-b37c-2e5e5f1bf3dc%2Ff9f98dd4-e401-46e2-9cef-1655fc09aa54%2Fhc3djqf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The strain components ɛ,, Ey, and yy are given for a point in a body subjected to plane strain. Using Mohr's cirdle, determine the
principal strains, the maximum in-plane shear strain, and the absolutemaximum shear strain at the point. Show the angle 6, the
principal strain deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 500 µE, ɛ, = -550 µE, Yxy = -840 urad. Enter the angle such that -45°58,5 +45°.
Answer:
Ep1=
Ep2=
Ymax in-plane=
prad
Yabsolute max.
prad
6, =
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