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The elastic critical moment is given by(a) Mcr= βb fcr,b(b) Mcr= βbZp / fcr,b(c) Mcr= βbZp(d) Mcr= βbZp fcr,bThe question was asked in examination.The doubt is from Design Strength of Laterally Unsupported Beams in chapter Design of Beams of Design of Steel Structures |
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Answer» The correct choice is (d) Mcr= βbZp FCR,b |
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