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5. (7 points) Determine the shear strain Yxy at corners D and C if the plate distorts as shown by the dashed lines. T-1/0

5. (7 points) Determine the shear strain Yxy at corners D and C if the plate distorts as shown by the dashed lines. T-1/0 mm 4 mm 8 mm 2 mm B C 300 mm 12 mm X A -400 mm- 5 mm

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