The strain at point $A$ on the bracket has components $lo{n}_x=380({10}^{-6}),lo{n}_y=550({10}^{-6}),{}_{xy}=-600({10}^{-6}),lo{n}_z=0($Figure $1)$

Figure

$1$ of $1$

Part B

Determine the maximum shear strain in the $x-y$ plane.

Express your answer using three significant figures.

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