Metallbaumeister In HFP Practice Questions - Metallbaumeisterin Metallbaumeister Mit Eidgenössischem Diplom (HFP) Maître Constructeur Métallique Exam

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A steel column (HEB 180 in S235JR, system length L = 4.5 m) is rigidly clamped into the reinforced concrete foundation at the bottom and pinned at the top against horizontal sway. What is the theoretical effective buckling length (Knicklänge lk / s) to be used for flexural buckling verification according to SIA 263?

lk = 0.70 * L = 3.15 m lk = 1.00 * L = 4.50 m lk = 2.00 * L = 9.00 m lk = 0.50 * L = 2.25 m

Correct Answer:

lk = 0.70 * L = 3.15 m

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