The rectangular plate is deformed into the shape shown by the dashed lines. Determine the average shear strain at corner A relative to the x$,$ y axes.u$.14$ raa The rigid pipe is supported by a pin at A and a low carbon steel guy wire BD$.$ If the

wire has a cross sectional area of $0\mathrm{.}05$ in$.{?}^2,$ determine how much it stretches when a

load of $P=500lb$ acts on the pipe. The stress$-$strain diagram for a low carbon steel

specimen is given in the figure. A rectangular beam has a height of $500$ mm and a width of $100$ mm $.$ The beam must

support a vertical shear force of $10$ kN $.$ Determine the shear stress on a point $100$

mm from the top of the cross$-$section.

$0\mathrm{.}373$ MPa

$0\mathrm{.}237$ MPa

$0\mathrm{.}128$ MPa

$0\mathrm{.}192$ MPa

$1\mathrm{.}81$ MPa

$2\mathrm{.}391$ MPa

$0\mathrm{.}733$ MPa