RATIONAL DESIGN OF SHORT-SPAN INDUSTRIAL BUILDING ROOF FOR RECONSTRUCTION CONDITIONS

N. G. Kruhlikova; D. О. Bannikov

doi:10.15802/stp2019/165853

Authors

N. G. Kruhlikova Dnipro National University of Railway Transport named after Academician V. Lazaryan, Ukraine https://orcid.org/0000-0003-2822-6696
D. О. Bannikov Dnipro National University of Railway Transport named after Academician V. Lazaryan, Ukraine https://orcid.org/0000-0002-9019-9679

DOI:

https://doi.org/10.15802/stp2019/165853

Keywords:

industrial building, collar tie, girder, truss, software complex SCAD for Windows, finite element method

Abstract

Purpose. Recently, the demand for reuse of industrial buildings that have not been in operation for some time has been increasing in Ukraine. Herewith, quite often the design of their roof requires the complete replacement and renovation by using modern roofing materials to meet the requirements of new government standards. Therefore, the choice and justification of the rational design of steel roof on the example of a short-span industrial building (18-24 m span), which is planned to be returned to exploitation after idle time, is the main goal of this publication. The object of the analysis is an unheated building equipped with bridge cranes of a small capacity (up to 10 tons). Me-thodology. To achieve this purpose, the comparison of structural variants of a roof steel collar tie was performed. Such variants include two types of collar tie cross-section –a lattice truss and a solid I-girder. The first type was analyzed for four possible types of section of elements – double angles, a roll-welded square profile, an electric-welded round tube and a rolled round tube. The second type was analyzed for two possible types of section – rolled I-section made of normal strength steel and fabricated sections of thin-gage high-strength steel. The design variants were compared on the basis of a numerical analysis of their work using the finite element method based on the software complex SCAD for Windows. Findings. According to the research results it should be stated that for the conditions of the city of Dnipro the most cost-effective variant of the steel collar tie cross section for the short-span industrial building is the truss made of electric-welded round tubes. Also the construction of collar tie made of roll-welded square profiles or fabricated section of thin-gage high-strength steel is considered quite effective. Originality. The research presented in the publication allows estimating the possibility and economic efficiency of usage for various types of cross-sections for the collar tie of a steel non-insulated roof of the industrial building for the reconstruction conditions in the Dnipro-city. Practical value. A practical estimation of mass and cost parameters for steel collar ties of various types has been carried out, and the methodology for conducting such estimation has been substantiated.

Author Biographies

N. G. Kruhlikova, Dnipro National University of Railway Transport named after Academician V. Lazaryan

Fac. «Industrial and Civil Engineering», Dnipro National University of Railway Transport named after Academician V. La-zaryan, Lazaryan, St. 2, Dnipro, Ukraine, 49010, tel. +38 (063) 94 67 288, e-mail dnuzt@diit.edu.ua

D. О. Bannikov, Dnipro National University of Railway Transport named after Academician V. Lazaryan

Dep. «Construction Production and Geodesy», Dnipro National University of Railway Transport named after Academician V. Lazaryan, Lazaryan, St. 2, Dnipro, Ukraine, 49010, tel. +38 (063) 400 43 07, e-mail bdo2020@yahoo.com

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