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In PLATE-BUCKLING, the reduction factor due to column buckling χc is calculated using the modified slenderness of the sheet metal λp. Why is it not calculated using the slenderness of the equivalent compression member λc?
PLATE‑BUCKLING performs the plate buckling analysis in compliance with Chapter 10 "Reduced Stress Method" of EN 1993‑1‑5. According to EN 1993‑1‑5, 10 (5) a), it is necessary to determine all reduction factors with the modified slenderness ratio of the sheet metal λp according to Equation (10.2).
Sonja works in Product Engineering and also assists with Customer Support. Her focus is on RSECTION as well as steel and aluminum structures, where she applies her expertise.
