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The maximum strain in the tension reinforcement in the section at failure when designed for the
limit state of collapse should be
  • a)
  • b)
  • c)
  • d)
    <0.002
Correct answer is option 'A'. Can you explain this answer?
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The maximum strain in the tension reinforcement in the section at failure when designed for thelimit state of collapse should bea)b)c)d)<0.002Correct answer is option 'A'. Can you explain this answer?
Question Description
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