Question

For the given state of plane strain, use transformation equations to determine the state of plane strain associated with axes x' and y

rotated through the given angle 0.

Ex=-500μ, Ey=+330μ, Yxy = 0, 0 = 15°

(Round the final answers to one decimal place.)

The strains are

Ex'=

Ey¹²

Yx'y'=[

μ

μ

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