Budownictwo i Inżynieria Środowiska
2017.135, DOI: 10.7862/rb.2017.135
ON LTB RESISTANCE ASSESSMENT OF PRISMATIC I-SECTION BEAMS ACCORDING TO EUROCODE 3
Marian GIŻEJOWSKI, Zbigniew STACHURA
DOI: 10.7862/rb.2017.135
Abstract
The lateral-torsional buckling resistance (LTB resistance) of beams bent about the major axis is dealt in Eurocode 3 twofold: a) directly in clause 6.3.2, referring to the lateral-torsional buckling curves of the so-called General case in 6.3.2.2 and of Special case of rolled sections and equivalent welded sections in 6.3.2.3, and indirectly in 6.3.3 as a special case of beam-columns in bending and compression (provided that the axial force and the bending moment about z-z axis vanish). In the latter, interaction factors are evaluated either from Annex A (alternative method 1) or from Annex B (alternative method 2). This paper discusses the issue of interrelations of mentioned above direct and indirect approaches for the evaluation of the lateral-torsional resistance of beams under moment gradient.
References
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About this Article
TITLE:
ON LTB RESISTANCE ASSESSMENT OF PRISMATIC I-SECTION BEAMS ACCORDING TO EUROCODE 3
AUTHORS:
Marian GIŻEJOWSKI (1)
Zbigniew STACHURA (2)
AUTHORS AFFILIATIONS:
(1) Warsaw University of Technology
(2) Warsaw University of Technology
JOURNAL:
Budownictwo i Inżynieria Środowiska
2017.135
KEY WORDS AND PHRASES:
steel prismatic beams, I-section, lateral-torsional buckling, direct resistance evaluation, indirect resistance evaluation
FULL TEXT:
http://doi.prz.edu.pl/pl/pdf/biis/877
DOI:
10.7862/rb.2017.135
URL:
http://dx.doi.org/10.7862/rb.2017.135
COPYRIGHT:
Publishing House of Rzeszow University of Technology Powstańców Warszawy 12, 35-959 Rzeszow