Menu
Home / Civil Engineering / RCC Structures Design :: Discussion

Discussion :: RCC Structures Design

  1. If a rectangular pre-stressed 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

    View Answer

    Workspace

    View Answer

    Answer : Option B

    Explanation :

    Explanation Not Provided

Write your comments here:

Be The First To Comment