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Free online calculation tools for structural design according to Eurocodes
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Eurocode 3 Calculation of elastic critical moment for lateral-torsional buckling of doubly-symmetric flanged cross-section (IPE, HEA HEB, HEM or custom)
Calculation of elastic critical moment Mcr for lateral-torsional buckling of a uniform steel member with I-section or H-section (IPE, HEA HEB, HEM or custom) according to elastic buckling theory
SN003a-EN-EU - "NCCI: Elastic critical moment for lateral torsional buckling", January 23, 2008
Steel members (beams/columns) with uniform cross-section, doubly symmetric rolled I or H sections or equivalent welded sections
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No Nationally Defined Parameters (NDPs) in the calculation