The strain components Ex, Ey, and Yyare given for a point in a body subjected to planestrain. 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 0, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 0µE, Ey = 380HE, Yy = 220 urad. Enter the angle such that -45° s0,s +45°. Answer: Ep1 = Ep2 = Ymaxin-plane = prad Vabsolute max. = prad
The strain components Ex, Ey, and Yyare given for a point in a body subjected to planestrain. 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 0, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 0µE, Ey = 380HE, Yy = 220 urad. Enter the angle such that -45° s0,s +45°. Answer: Ep1 = Ep2 = Ymaxin-plane = prad Vabsolute max. = prad
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The strain components Ex, Ey, and Yyare given for a point in a body subjected to planestrain. 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 0, the principal strain
deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 0µE, Ey = 380HE, Yy = 220 urad. Enter the angle such that -45° s0,s +45°.
Answer:
Ep1 =
Ep2 =
Ymaxin-plane =
prad
Vabsolute max. =
prad](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0497190f-823b-49ea-8761-7b567be93d4e%2Fac2ca9b1-84bf-4613-9c46-6f8a4f2ef468%2Flm8sp9_processed.png&w=3840&q=75)
Transcribed Image Text:The strain components Ex, Ey, and Yyare given for a point in a body subjected to planestrain. 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 0, the principal strain
deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 0µE, Ey = 380HE, Yy = 220 urad. Enter the angle such that -45° s0,s +45°.
Answer:
Ep1 =
Ep2 =
Ymaxin-plane =
prad
Vabsolute max. =
prad
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