Problem I

Determine the $a)$ deflection at $B,$ and $b)$ the rotation at the free end of the cantilever steel beam below. Take E$=29000$ ksi and I$=5000$ in $.$ Use the Virtual Work Method.

Problem II

Determine the displacement at $D$ of the beam below. Take $E=29000$ksi,$I=1000i{n}^4.$ Reactions are given $($practice getting them$).$ For the real case Ay$=16\mathrm{.}7-$kip upward, $Cy=33\mathrm{.}3-$kip upward; for the virtual case with a $1-$kip virtual load downward: Ay$=0\mathrm{.}33-$kip downward, Cy$=1\mathrm{.}33-$kip upward. Use the Virtual Work Method.