A simply supported truss shown in Fig. 10.92 carries a load of $20 K N$ at $F$ .

The forces in the members $E F$ and $B E$ are respectively.

- 1
  
  Zero and $10 K N$ (Compression)
- 2
  
  Zero and $10 K N$ (tension)
- 3
  
  $10 K N$ (tension) and $10 K N$ (compression)
- 4
  
  $10 K N$ (compression) and $10 K N$ (tension)

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