The strain components Ex, Ey, and Yxyare 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 µɛ, ɛy = 340 µE, Vxy = 300 µrad. Enter the angle such that -45° s0, s +45°. Answer: Ep1 - με Ep2 = Ymax in-plane prad Yabsolute max. prad
The strain components Ex, Ey, and Yxyare 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 µɛ, ɛy = 340 µE, Vxy = 300 µrad. Enter the angle such that -45° s0, s +45°. Answer: Ep1 - με Ep2 = Ymax in-plane prad Yabsolute max. prad
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The strain components E, Ey, and y 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 Op, the
principal strain deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 0 µɛ, ɛ, = 340 µe, Vxy = 300 urad. Enter the angle such that -45° < 6,s +45°.
Answer:
Ep1 =
με
Ep2 =
Ymax in-plane
prad
Yabsolute max.
prad
Op =](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdd225c49-614f-4a92-9d09-5516c80ad3b4%2F60f795be-7a98-4209-8882-039e64074837%2Fdc0fnw_processed.png&w=3840&q=75)
Transcribed Image Text:The strain components E, Ey, and y 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 Op, the
principal strain deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 0 µɛ, ɛ, = 340 µe, Vxy = 300 urad. Enter the angle such that -45° < 6,s +45°.
Answer:
Ep1 =
με
Ep2 =
Ymax in-plane
prad
Yabsolute max.
prad
Op =
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