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Discussion :: RCC Structures Design

  1. If a rectangular prestressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be
    2. A.
    5 cm
    B.

    10 cm 
    C.

    15 cm 
    D.

    20 cm 
    E.

    25 cm

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    Answer : Option B

    Explanation :

    No answer description available for this question.

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