The increased yield stress for general cold-formed sections can now be calculated for both library sections and RSECTION cross-sections according to EN 1993-1-3, 3.2.2(3).
Increased Yield Strength According to EN 1993-1-3, 3.2.2(3)
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The increased yield stress for general cold-formed sections can now be calculated for both library sections and RSECTION cross-sections according to EN 1993-1-3, 3.2.2(3).