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Mr. Dubey • 87.94K Points
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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
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