A simply supported truss shown in Fig. 10.66 carries load as shown. The force in member $B E$ is

- 1
  
  $\sqrt{2} t$ (tensile)
- 2
  
  $\sqrt{2} t$ (compressive)
- 3
  
  $1 t$ (tensile)
- 4
  
  $1 t$ (Compressive)

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