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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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