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Steel structures miscellaneous

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Steel Structures

Steel structures miscellaneous
  1. As per IS 456: 2000, in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not be less than
    1. fy
      Es
    2. fy
      		+ 0.002
      Es
    3. fy
      1.15Es
    4. fy
      		+ 0.002
      1.15Es
Correct Option: D

fy
+ 0.002
1.15Es


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