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On the evaluation of elastic critical moments in doubly and singly symmetric I-...
Andrade, A.; Camotim, D.; Costa, P. Providência eThe so-called 3-factor formula is one of the most commonly employed general formulae to estimate the elastic critical moment of steel beams prone to lateral-torsional buckling. This work extends its domain of application to I-section cantilevers (i) with equal or unequal flanges, (ii) fully built-in or free to warp at the support and (iii) acted on by uniformly distributed or concentrated tip loads (applied eit...
Data: 2007
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Origem: Estudo Geral - Universidade de Coimbra
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