Beam-Column Resistance According to Slovak Standard and Eurocodes

The article deals with the verification of resistance of torsionally restrained hot-rolled beam-columns of H or I cross-sectional shape and also of the perpendicular hollow cross-section subjected to the biaxial bending and axial compression. Results of analysis of the beam-column resistances accord...

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Main Authors: Peter Janik, Josef Vican
Format: Article
Language:English
Published: University of Žilina 2013-11-01
Series:Communications
Subjects:
Online Access:https://komunikacie.uniza.sk/artkey/csl-201304-0004_beam-column-resistance-according-to-slovak-standard-and-eurocodes.php
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author Peter Janik
Josef Vican
author_facet Peter Janik
Josef Vican
author_sort Peter Janik
collection DOAJ
description The article deals with the verification of resistance of torsionally restrained hot-rolled beam-columns of H or I cross-sectional shape and also of the perpendicular hollow cross-section subjected to the biaxial bending and axial compression. Results of analysis of the beam-column resistances according to methods of former STN 73 1401 [1] and the current STN EN 1993-1-1 [2] are compared with results of numerical approaches. The observed members are subjected to the normal force and to the transverse loads uniformly distributed along the length of both axes. The cross-sections of HEB 300, IPE 300 and RHS 300x200x10 were chosen to compare obtained results.
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spelling doaj.art-6de902917cc04b63a09b534704b1a8862023-04-14T06:30:50ZengUniversity of ŽilinaCommunications1335-42052585-78782013-11-01154212610.26552/com.C.2013.4.21-26csl-201304-0004Beam-Column Resistance According to Slovak Standard and EurocodesPeter Janik0Josef Vican1Department of Structures and Bridges, Faculty of Civil Engineering, University of Zilina, SlovakiaDepartment of Structures and Bridges, Faculty of Civil Engineering, University of Zilina, SlovakiaThe article deals with the verification of resistance of torsionally restrained hot-rolled beam-columns of H or I cross-sectional shape and also of the perpendicular hollow cross-section subjected to the biaxial bending and axial compression. Results of analysis of the beam-column resistances according to methods of former STN 73 1401 [1] and the current STN EN 1993-1-1 [2] are compared with results of numerical approaches. The observed members are subjected to the normal force and to the transverse loads uniformly distributed along the length of both axes. The cross-sections of HEB 300, IPE 300 and RHS 300x200x10 were chosen to compare obtained results.https://komunikacie.uniza.sk/artkey/csl-201304-0004_beam-column-resistance-according-to-slovak-standard-and-eurocodes.phpaxial forcebending momenttorsional restraintbeam-column
spellingShingle Peter Janik
Josef Vican
Beam-Column Resistance According to Slovak Standard and Eurocodes
Communications
axial force
bending moment
torsional restraint
beam-column
title Beam-Column Resistance According to Slovak Standard and Eurocodes
title_full Beam-Column Resistance According to Slovak Standard and Eurocodes
title_fullStr Beam-Column Resistance According to Slovak Standard and Eurocodes
title_full_unstemmed Beam-Column Resistance According to Slovak Standard and Eurocodes
title_short Beam-Column Resistance According to Slovak Standard and Eurocodes
title_sort beam column resistance according to slovak standard and eurocodes
topic axial force
bending moment
torsional restraint
beam-column
url https://komunikacie.uniza.sk/artkey/csl-201304-0004_beam-column-resistance-according-to-slovak-standard-and-eurocodes.php
work_keys_str_mv AT peterjanik beamcolumnresistanceaccordingtoslovakstandardandeurocodes
AT josefvican beamcolumnresistanceaccordingtoslovakstandardandeurocodes