The connection of intermediate vertical stiffeners to the web, not sub – McqOptions

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1.	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)
A.	5 t2/h
B.	25 t3/h2
C.	25 t2/h
D.	75 t2/h
Answer» D. 75 t2/h

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