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In design for the limit state of collapse in flexure, for Fe 500 grade of steel, the maximum strain in tension reinforcement in the section at failure, shall not be less than(Es = 2 x 105 N/mm2)a)0.0023b)0.0041c)0.0003d)0.0034Correct answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about In design for the limit state of collapse in flexure, for Fe 500 grade of steel, the maximum strain in tension reinforcement in the section at failure, shall not be less than(Es = 2 x 105 N/mm2)a)0.0023b)0.0041c)0.0003d)0.0034Correct answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for In design for the limit state of collapse in flexure, for Fe 500 grade of steel, the maximum strain in tension reinforcement in the section at failure, shall not be less than(Es = 2 x 105 N/mm2)a)0.0023b)0.0041c)0.0003d)0.0034Correct answer is option 'B'. Can you explain this answer?.

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