In small moment resistant connections, if the pull on rivets is P, the gauge distance for connected leg of angle is g and the thickness of angle is t, then the bending moment (M) to be resisted by the angle for a single cantilever flexure, is equal to

- 1
  
  $P (g + t)$
- 2
  
  $P (g - t)$
- 3
  
  $2 P (g + t)$
- 4
  
  $2 P (g - t)$

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