The rectangular plate is deformed into the shape of a parallelogram shown by

the dashed line. Take that $a=380mm$ and $b=330mm.$

Part A

Determine the average shear strain at corner A with respect to the $x$ and

$y$ axes.

Express your answer to three significant figures and include the

appropriate units.

$({}_A{)}_{xy}=-7\mathrm{.}32*{10}^{-3}$radThe rectangular plate is deformed into the shape of a parallelogram shown by

the dashed line. Take that $a=380mm$ and $b=330mm.$

Part A

Determine the average shear strain at corner A with respect to the $x$ and

$y$ axes.

Express your answer to three significant figures and include the

appropriate units.

$({}_A{)}_{xy}=-7\mathrm{.}32*{10}^{-3}$rad