Computer · Design of Steel Structures
Consider the given statements with respect to the buckling of steel columns and identify the correct answer: Statement A: Local buckling in steel columns can be prevented by providing suitable width-to-thickness ratios to the compression elements. Statement B: Flexural-torsional buckling failure in steel columns can occur in those sections with one axis of symmetry and also in sections with no axis of symmetry.
- 1Statement B is correct but statement A is incorrect.
- 2Statement A is correct but statement B is incorrect.
- 3Both statements A and B are incorrect.
- 4Both statements A and B are correct.✓
Correct answer
Both statements A and B are correct.
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