Communications - Scientific Letters of the University of Zilina 2013, 15(4):21-26 | DOI: 10.26552/com.C.2013.4.21-26

Beam-Column Resistance According to Slovak Standard and Eurocodes

Peter Janik1, Josef Vican1
1 Department of Structures and Bridges, Faculty of Civil Engineering, University of Zilina, Slovakia

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.

Keywords: axial force, bending moment, torsional restraint, beam-column

Published: November 30, 2013  Show citation

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Janik, P., & Vican, J. (2013). Beam-Column Resistance According to Slovak Standard and Eurocodes. Communications - Scientific Letters of the University of Zilina, 15(4), 21-26. doi: 10.26552/com.C.2013.4.21-26
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    References

    1. STN 731401: Design of Steel Structures. Bratislava, SUTN, 1998.
    2. STN EN 1993-1-1: Design of Steel Structures - Part 1-1: General Rules and Rules for Buildings. Bratislava, SUTN, 2006.
    3. BREZINA, V.: Buckling Strength of Structural Steel Members, Prague, SNTL, 1963, 384 p.
    4. ALLEN, H. G. et al.: Background to Buckling, McGraw-Hill Book Company (UK) Limited. 1980, 582 p.
    5. http://www.staticstools.eu
    6. BOISSONNADE, N.: Rules for Member Stability in EN 1993-1-1, Background documentation and design guidelines. ECCS 2006, 259 p.
    7. STN EN 1993-1-1/NA: Design of Steel Structures. Part 1-1: General Rules and Rules for Buildings, Bratislava, National Annex, SUTN, 2006.
    8. VICAN, J., ODROBINAK, J, GOCAL, J., HLINKA, R.: Design and Stability of Long Span Railway Arch Bridge, Communications - Scientific Letters of University of Zilina, No. 4, 2013 (in print). Go to original source...

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