On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers
The 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...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2007
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10316/3961 |
| País: | Portugal |
| Oai: | oai:estudogeral.sib.uc.pt:10316/3961 |