For all practical purposes, self weight of girder is taken as

[W= Total superimposed load, and l= Span of plate girder in metres]

- 1
  
  $\frac{W l}{100}$
- 2
  
  $\frac{W l}{200}$
- 3
  
  $\frac{W l}{300}$
- 4
  
  $\frac{W l}{400}$

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