Cold-formed steel section building design
Abstract
A relatively recent idea in India, cold formed steel sections are widely employed in industrial and non-industrial projects across the globe. In the 1990s, when the Indian economy opened up and a number of multi-nationals built up green-field projects, these ideas were brought to the Indian market. Local marketing agents and licenced builders have helped Global Cold formed steel create a footprint in India. There is no need to worry about compatibility issues since the whole building package is provided by a single vendor. There are several advantages to using the Cold formed construction technology, such as this: Because only bolted connections are employed, a structure may be dismantled, stored, or relocated to a new place and reassembled when no longer required. The stiff structure is sturdy despite the lack of field riveting or welding. The project may be completed in a shorter amount of time thanks to the use of a Cold formed system. In this study, an in-depth investigation of a cold-formed industrial building is conducted. Parametric investigations are taken into consideration as well. Hot Roll steel Industrial building and Cold formed Industrial building have been compared and a conclusion produced.
Downloads
References
Books:
] S. K Duggal “Design of steel structure”.
] N.S Negi “Design of steel structure”.
] Dr. B C Punmia Ashok Jain ,Arun Kumar Jain “Design of steel structure ”By laxmi publication.
] Insdag publication “Design handbook for cold formed steel section part-1”section Properties. IS Code:
] IS 800-1984 Indian standard code of practice for general construction in steel.
] IS : 800-1984 : Code of practice for general construction in steel.
] IS : 801-1975 : Code of practice for use of Cold-formed light gauge steel structure member’s is general building construction.
] IS : 875 (Part 2) – 1987 : Imposed loads.
] IS : 875 (Part 3) – 1987 : Wind
loads.
] BS : 5950 (Part 5) – 1998 : Code
of practice for design of Cold – formed thin gauge section. Journal Papers:
] Stability and ductility of steel structures Lisbon, Portugal, September 2006 review: the direct strength method of cold-formed steel member design.
] Proceedings of the 6th Asia- Pacific Structural Engineering and Construction Conference (APSEC 2006), 6 September 2006, Kuala Lumpur, Malaysia typical tests on cold- formed steel structures.
] Scientific Research and Essays 18 July, 2010 Academic Journals Linear buckling optimization and post- buckling behaviour of optimized cold formed steel members.
] Department of Civil Engineering, Hong Kong University of Science and Technology, 2003 The Steel Construction Institute tests of cold- formed stainless steel tubular columns.
] Finnish Constructional Steelwork Association, Finland, Tornio Research Centre, Outokumpu Tornio Works, Finland new design tools for structural hollow sections of stainless steel (2008).
] Department of Civil Engineering, Faculty of Sciences and Technology, University of Coimbra, Coimbra, Portugal Fire resistance of a cold formed steel roof beam (2009) [17.] Journal Technology, Jun. 2005 University Technology Malaysia. Performance of locally produced cold- formed steel sections for roof
Downloads
Published
How to Cite
Issue
Section
License
You are free to:
- Share — copy and redistribute the material in any medium or format for any purpose, even commercially.
- Adapt — remix, transform, and build upon the material for any purpose, even commercially.
- The licensor cannot revoke these freedoms as long as you follow the license terms.
Under the following terms:
- Attribution — You must give appropriate credit , provide a link to the license, and indicate if changes were made . You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
- No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
Notices:
You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation .
No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material.