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