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
A.	75 t²/h
B.	125 t3 /h²
C.	125 t²/h
D.	175 t²/h
Answer» D. 175 t²/h

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