Comparative analysis of appropriateness of using LSGC and roll-formed sections for single-storey quick-assembling building frame
Abstract: The paper presents calculations for metal frames of single-storey quick-assembling building, manufactured from light steel thin-walled structures and roll-formed section. The results of comparative analysis have been carried out. Bundled software «LIRA 9.6» was used for structural calculations. Design model of building frame was designed. Section of light steel thin-walled joist web «C» (sigma) and box type joist web was constructed with the help of program «LIRA-KTC». The model was calculated with two types of joist web and rated force for both types of joist web were determined. Specific quantity of metal was defined for the two types of joist web. According to analysis the rated force which take place have been made. Cost of metal was estimated without taking into consideration carrying cost, corrosion protection and assemblage. As a result optimum alternative was found and it’s efficiency was proved.
Keywords: light steel thin-walled structures, roll-formed section, software suite «LIRA», quick assembling buildings.
Pages: 129-136.
For citation: Sirobaba, V. A.; Novitskyy, A. P.; Zorabyan, K. A. Comparative analysis of appropriateness of using LSGC and roll-formed sections for single-storey quick-assembling building frame. – Text : electronic. – In: Metal Constructions. – 2013. – Vol. 19, N 2. – Р. 129-136. – URL: https://donnasa.ru/publish_house/journals/mk/2013-2/07_Syrobaba_Novickiy_Zarobyan.pdf (date of access: 24.11.2024). – ISSN 1993-3517. (in Russian)
Vol. 19, N 2 (2013)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture