The determination of moment resistance for a liner tray restrained by sheeting according to european standard PN-EN 1993-1-3

[1] Baehre R., Buca J., Die wirksame Breite des Zuggurtes von biegebeanspruchten Kassetten, Stahlbau 55(9), 1986, 276–285.Search in Google Scholar

[2] Baehre R., Zur Shubfeldwirkung und-Bemessung von Kassettenkonstructionen, Stahlbau 56(7), 1987, 197–202.Search in Google Scholar

[3] Davies J.M., Cassette wall construction: Current Research and Practice, Third International Conference on Advances in Steel Structures, Hong Kong, China, 9–11 December 2002, 57–68.10.1016/B978-008044017-0/50008-1Search in Google Scholar

[4] Davies J. M., Residental buildings – Chapter 7: Light gauge metal structures Recent advances (Ronald J. & Dubina D.), CISM International Centre for Mechanical Sciences, Vol. 455, 2005, 143–188.10.1007/3-211-38023-X_7Search in Google Scholar

[5] Davies J.M., Dewhurst D.W., The shear behaviour of thin-walled cassette sections infilled by rigid insulation, Proceedings of International Conference on Experimental Model Research and Testing of Thin-Walled Structures, Prague, September 1997, 209–216.Search in Google Scholar

[6] Davies J. M., Frogos A. S., The local shear buckling of thin-walled cassette infilled by rigid insulation – 1. Tests., Proceedings of 3^rd European Conference on Steel Structures – Eurosteel 2002, Coimbra, Portugal, 19-20 September 2002, 669–678.Search in Google Scholar

[7] Davies J.M., Frogos A.S., The local shear buckling of thin-walled cassette infilled by rigid insulation, Journal of Constructional Steel Research, 60 (3–5), Mar-May 2004, 581–599.10.1016/S0143-974X(03)00131-7Search in Google Scholar

[8] Dubina D., Ungureanu V. and Landolfo R., Design of Cold-formed Steel Structures, ECCS 2012, Ernst & Sohn.10.1002/9783433602256Search in Google Scholar

[9] https://pruszynski.com.pl/kaseta-scienna-600-120,prod,79,1750.php (access:19.07.2018).Search in Google Scholar

[10] http://termolan.pt/en/solutions/industrial-buildings (access: 19.07.2018).Search in Google Scholar

[11] König J., Transversally loaded thin-walled C-shaped paneles with intermediate stiffeners, Swedish Council for Building Research, Stockholm 1978, Sweden.Search in Google Scholar

[12] PN-EN 1993-1-3:2008. Eurokod 3. Projektowanie konstrukcji stalowych. Część 1-3: Reguły ogólne. Reguły uzupełniające dla konstrukcji z kształtowników i blach profilowanych na zimno.Search in Google Scholar

[13] PN-EN 1993-1-5:2008. Eurokod 3. Projektowanie konstrukcji stalowych. Część 1-5: Blachownice.Search in Google Scholar

[14] Program AutoCAD 2017 wersja edukacyjna.Search in Google Scholar

[15] Program Mathcad 14.Search in Google Scholar

[16] Program Microsoft Excel 2010.Search in Google Scholar

[17] Pięciorak E., Piekarczyk M., Wyznaczanie efektywnego przekroju zginanej blachy trapezowej w ujęciu normy PN-EN 1993-1-3, Czasopismo Techniczne, R. 109 z. 20. Budownictwo 2012 3-B, s. 113–137.Search in Google Scholar

[18] Pięciorak E., The influence of support widths of trapezoidal sheets on local transverse resistance of the web according to PN-EN 1993-1-3, Czasopismo Techniczne, R. 111 z. 12. Budownictwo 2014 4-B, s. 47–57.Search in Google Scholar

[19] Thomasson J., Thin-Walled C-Shaped Panels in Axial Compression, Swedish Council for Building Research, Stockholm 1978, Sweden.Search in Google Scholar

[20] Vyberg G., Diaphragm action of assembled C-Shaped Panels, Swedish Council for Building Research, Stockholm 1976, Sweden.Search in Google Scholar