One end of a uniform rod of mass $m_1$ and crosssectional area $A$ is hung from a ceiling. The other end of the bar is supporting mass $m_2$. The stress at the midpoint is
  • A$\frac{{g\left( {{m_2} + 2{m_1}} \right)}}{{2A}}$
  • B$\frac{{g\left( {{m_2} + {m_1}} \right)}}{{2A}}$
  • C$\frac{{g\left( {2{m_2} + {m_1}} \right)}}{{2A}}$
  • D$\frac{{g\left( {{m_2} + {m_1}} \right)}}{{A}}$
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