When the neutral axis lies along one edge of the section, the strain varies from

- 1
  
  0.0020 at the highly compressed edge to zero at the opposite edge
- 2
  
  0.0025 at the highly compressed edge to zero at the opposite edge
- 3
  
  0.0030 at the highly compressed edge to zero at the opposite edge
- 4
  
  none of these

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