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Mr. Dubey • 100.64K Points
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Q. For eccentrically loaded columns, the bending factor is

  • (A) cross-sectional area of column/radius of gyration
  • (B) radius of gyration/cross-sectional area of column
  • (C) cross-sectional area of column/section modulus of the section
  • (D) section modulus of the section/cross-sectional area of column
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