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Discussion :: Design of Steel Structures

  1. A circular column section is generally not used in actual practice because

  2. A.

     it is uneconomical

    B.

     it cannot carry the load safely

    C.

     it is difficult to connect beams to the round sections

    D.

     all of the above

    View Answer

    Workspace

    Answer : Option C

    Explanation :

    Explanation Not Provided


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