The cantilever frame shown in Fig. 10.34 is supported by vertical links at $B$ and $C$ and carries loads as shown. The

Force in the bar $A E$ is

- 1
  
  $500 k g$
- 2
  
  $1000 k g$
- 3
  
  $z e r o$
- 4
  
  $2500 k g$

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