A Cantilever beam of span $4$ $m$ and cross sectional area $0.3 m$ wide and $0.4 m$ deep is subjected to a concentrated

load of $10 K N$ at the free end. Neglecting self-weight, the maximum bending stress at a section $2 m$

- 1
  
  $20 K N / m^{2}$
- 2
  
  $2500 K N / m^{2}$
- 3
  
  $4000 K N / m^{2}$
- 4
  
  $5000 K N / m^{2}$

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