Maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as 'd' and neutral axis depth from compression face as xu is

- 1
  
  0.0035(1-d/xu)
- 2
  
  0.002(1-d/xu)
- 3
  
  0.0035(1-xu/d)
- 4
  
  0.002(1-xu/d)

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