A truss $A B C,$ carries two horizontal and two vertical loads, as shown in Fig. 10.76.

The horizontal and vertical components of the reaction at $A$ will be

- 1
  
  $H_{A} = 1000 K N; V_{A} = 1706.25 K N$
- 2
  
  $H_{A} = 2000 K N; V_{A} = 2550 K N$
- 3
  
  $H_{A} = 1000 K N; V_{A} = 2550 K N$
- 4
  
  $H_{A} = 2000 K N; V_{A} = 1706.25 K N$

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