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M

Mr. Dubey • 100.64K Points
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Q. A circular column section is generally not used in actual practice because

  • (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
  • Correct Answer - Option(C)
  • Views: 179
  • Filed under category Design of Steel Structures
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