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Q. |
## The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (Where, t = the web thickness in mm and h = the outstand of stiffener in mm) |

A. | 75 t²/h |

B. | 125 t3/h² |

C. | 125 t²/h |

D. | 175 t²/h |

Answer» C. 125 t²/h |

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