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How does the RF-STEEL EC3 deal with class 4 sections? Does the statement "Class 4" take the existing loading into account?

Answer

RF-/STEEL EC3 designs cross-sections of cross-section class 4 with the effective width method according to EN 1993-1-5. The existing stress is considered here.

Keywords

Cross-section class 4 Applied stress Local buckling Cross-Section Classification Steel design

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