Computer · Design of Steel Structures
To account for shear deformation, the effective slenderness ratio of battened columns shall be taken as:
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- 10.90 times the maximum actual slenderness ratio of the column
- 21.25 times the maximum actual slenderness ratio of the column
- 32.50 times the maximum actual slenderness ratio of the column
- 41.10 times the maximum actual slenderness ratio of the column✓
Correct answer
1.10 times the maximum actual slenderness ratio of the column
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