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Mr. Dubey • 100.64K Points
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Q. Lacing bars in a steel column should be designed to resist

  • (A) bending moment due to 2.5% of the column load
  • (B) shear force due to 2.5% of the column load
  • (C) 2.5% of the column load
  • (D) both (a) and (b)
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