A single angle steel tie is connected to gusset plates at both ends using rivets. For determining the load carrying capacity of the tie, the allowable tensile stress should be multiplied by the

- 1
  
  gross area of the angle
- 2
  
  net area of the angle
- 3
  
  net area of the connected leg plus the effective area of the outstanding leg
- 4
  
  effective area of the connected leg plus the gross area of the outstanding leg

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