Physics · Design of Steel Structures

Which of the following buckling classes is applicable about the z-z axis for a rolled steel I-section used as an axially loaded compression member, if (h/b f ) > 1.2 and t f ≤ 40 mm?

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Class - a

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Which of the following buckling classes is applicable about the z-z axis for a rolled steel I-section used as an axially loaded compression member, if (h/b f ) > 1.2 and t f &le; 40 mm?