The strain components &x, y, and Yxy are given for a point in a body subjected to plane strain. 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 on a sketch. &x=-400 μe, &y=-320 μs, and Yxy = 750 urad. Enter the angle such that -45°50ps +45° Answer: Ep1= Ep2 = Ymax in-plane" Yabsolute max. 0p= = με με urad urad
The strain components &x, y, and Yxy are given for a point in a body subjected to plane strain. 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 on a sketch. &x=-400 μe, &y=-320 μs, and Yxy = 750 urad. Enter the angle such that -45°50ps +45° Answer: Ep1= Ep2 = Ymax in-plane" Yabsolute max. 0p= = με με urad urad
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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len 8
![Current Attempt in Progress
The strain components & Ey and Yxy are given for a point in a body subjected to plane strain. Determine the principal strains, the
maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle 8p, the principal strain
deformations, and the maximum in-plane shear strain distortion on a sketch. Ex = -400 μe, y = -320 μe, and Yxy = 750 μrad. Enter the
angle such that -45°≤0, +45°
Answer:
Ep1 =
Ep2 =
Ymax in-plane =
Yabsolute max. =
8p=
με
με
O
urad
prad](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcaf01a34-7c8e-4f54-8e19-f50cc70869b5%2F9425887f-ef01-485b-ae4f-ed38511e78f0%2F8ftkcbm_processed.png&w=3840&q=75)
Transcribed Image Text:Current Attempt in Progress
The strain components & Ey and Yxy are given for a point in a body subjected to plane strain. Determine the principal strains, the
maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle 8p, the principal strain
deformations, and the maximum in-plane shear strain distortion on a sketch. Ex = -400 μe, y = -320 μe, and Yxy = 750 μrad. Enter the
angle such that -45°≤0, +45°
Answer:
Ep1 =
Ep2 =
Ymax in-plane =
Yabsolute max. =
8p=
με
με
O
urad
prad
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