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  1. Maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as d' and neutral axis depth from compression face as xu is

  2. A.
    0.0035 (1 - d'/xu)
    B.
    0.002 (1 - d'/xu)
    C.
    0.0035 (1 - xu/d')
    D.
    0.002 (1 - xu/d')

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    Answer : Option A

    Explanation :

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