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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 |

Answer» C. cross-sectional area of column/section modulus of the section |

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