The connection of intermediate vertical stiffeners to the web, not subjected to

Question

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 h = the outstand of stiffener in mm)

Options:

A . 75 t2/h

B . 125 t3/h2

C . 125 t2/h

D . 175 t2/h

Answer: Option C

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