Static Analysis of Load-Bearing Structure of a Transparent Roof

Author:

Ivankova Olga1,Konecna Lenka1,Vojtekova Eva1

Affiliation:

1. Slovak University of Technology in Bratislava

Abstract

This paper deals with static analysis of load-bearing steel grid of a transparent roof. Ten structures with various spans (from 12.58 m to 30.08 m) and different heights (from 2.494 m to 7.471 m) have been modelled and analysed. The calculations were repeated for two common used types of the cross-sections - (60 x 40) mm and (60 x 60) mm. Permanent loads (the self-weight, the weight of glass panels) and variable loads (snow, wind) were taken into account. Obtained results were verified by four additional structures. The architects can use resultant graphs (the dimensions, maximum axial forces and maximum vertical displacements) in first stage of the design.

Publisher

Trans Tech Publications, Ltd.

Reference9 articles.

1. Architekten von Gerkan, Marg und Partner: The History Museum in Hamburg (Germany), [online], [cit. 2014-06-24]. Available on: http: /www. gmp-architekten. com/projects/museum-of-hamburg-history-glass-roof. html.

2. H. Schober, Glass roofs and glass facades, in: S. Behling, S. Behling, Glass – Structure and Technology in Architecture, Prestel Verlag, Műnchen, Germany, 1999, pp.68-73.

3. Glass Roofing of a Museum Courtyard in Hamburg, in: Detail 1991, pp.33-35. ISSN 0011-9571.

4. E. Vojtekova, Steel and glass – the materials for large transparent roofs, in: Eurostav: Odborny casopis z oblasti stavebnictva a architektury, 2004, Vol. 10, No. 7, pp.22-24. (in Slovak).

5. T. Kolendowicz, Structural mechanics for architects, first ed., SNTL, Praha, 1984. (in Czech).

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