Comparative Study Between Hollow Steel Structures and Conventional Steel Structures
Yadnesh V. Vichare1, V.G. Sayagavi2, N. G. Gore3, Trupti Narkhede4
1Mr. Yadnesh V. Vichare, Department of Civil Engineering, MGM’s College of Engg and Technology, Navi Mumbai, India.
2V.G. Sayagavi, Professor, Department of Civil Engg., MGM’s College of Engg. and Technology, Navi Mumbai, India.
3N.G. Gore, Professor, Department of Civil Engineering, MGM’s College of Engg and Technology, Navi Mumbai, India.
4Trupti Narkhede, Professor, Department of Civil Engineering, MGM’s College of Engg and Technology, Navi Mumbai, India.
Manuscript received on September 02, 2015. | Revised Manuscript received on September 07, 2015. | Manuscript published on September 30, 2015. | PP: 1-4 | Volume-2 Issue-10, September 2015. | Retrieval Number: J03310921015
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© The Authors. Published By: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: This study report showing the comparative study carried out between Conventional Steel Section (CSS)/open section and Hollow Steel Sections (HSS). The aim of the study is to evaluate economic importance of HSS in contrast with CSS. The approach used in order to accomplish the objective to which includes comparison of industrial building frame for various combinations of span, crane loads and material cross-section for given loading conditions. Design and analysis of industrial shed with truss and supporting column and check for both sectionis made with draft code IS 800:2007 for LSM of given problem. The analysis and design phase of the project was performed using STAAD PRO V8i. The sample results of STAAD analysis were validated with the results of Manual analysis.
Keywords: Hollow Steel Sections, Conventional Steel sections, STAAD PRO V8i, Tubular Sections, Open Section.