Use Ansys or Abaqus. Consider the $2$D problem shown below $($end $C$ is fixed in the rigid foundation$).$ The steel wire $BD$ has a

diameter of $8$ mm $.$ The T$-$shape member is also made of steel with a uniform cross$-$section of $20$ mm by

$40$ mm $($oriented appropriately to effectively resist bending; neglect the end effect$).$ Use $200$ GPa for the

modulus and $0\mathrm{.}3$ for Poisson's ratio.

Using beam and truss elements $($mesh appropriately$)$ to determine:

$($a$)$ The displacement at $A($two components$)$;

$($b$)$ The maximum tensile stress in cross$-$section $C$;

$($c$)$ The tension in the wire.