principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 390 µɛ, ɛ, = -630 µɛ, Yxy = -760 µrad. Enter the angle such that -45°s0,s +45°.

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Chapter2: Loads On Structures
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The strain components e, E, 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 0, the
principal strain deformations, and the maximum in-plane shear strain distortion in a sketch.
Ex = 390 µe, ɛ, = -630 pe, Vxy = -760 prad. Enter the angle such that -45°s0,s +45°.
Answer:
Ep1 =
Ep2 =
Ymax in-plane
prad
Yabsolute max.
prad
0p =
Transcribed Image Text:The strain components e, E, 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 0, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex = 390 µe, ɛ, = -630 pe, Vxy = -760 prad. Enter the angle such that -45°s0,s +45°. Answer: Ep1 = Ep2 = Ymax in-plane prad Yabsolute max. prad 0p =
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