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In the limit state method of design, the failure criterion for reinforced concrete beams and columns is-
  • a)
    Minimum principal stress theory
  • b)
    Maximum principal strain theory
  • c)
    The maximum strain energy theory
  • d)
    The minimum strain energy theory
Correct answer is option 'B'. Can you explain this answer?

Answers

In limit state method of design, the failure criterion for reinforced concrete beams and column is governed by maximum m strain a concrete at the outermost compression fibre should be less than the maximum principal strain which is taken as 0.0035 in bending regardless the strength of concrete.
Hence, the correct option is (B)

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In the limit state method of design, the failure criterion for reinforced concrete beams and columns is-a)Minimum principal stress theoryb)Maximum principal strain theoryc)The maximum strain energy theoryd)The minimum strain energy theoryCorrect answer is option 'B'. Can you explain this answer? for SSC 2023 is part of SSC preparation. The Question and answers have been prepared according to the SSC exam syllabus. Information about In the limit state method of design, the failure criterion for reinforced concrete beams and columns is-a)Minimum principal stress theoryb)Maximum principal strain theoryc)The maximum strain energy theoryd)The minimum strain energy theoryCorrect answer is option 'B'. Can you explain this answer? covers all topics & solutions for SSC 2023 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for In the limit state method of design, the failure criterion for reinforced concrete beams and columns is-a)Minimum principal stress theoryb)Maximum principal strain theoryc)The maximum strain energy theoryd)The minimum strain energy theoryCorrect answer is option 'B'. Can you explain this answer?.
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In limit state method of design, the failure criterion for reinforced concrete beams and column is governed by maximum m strain a concrete at the outermost compression fibre should be less than the maximum principal strain which is taken as 0.0035 in bending regardless the strength of concrete.Hence, the correct option is (B)