Cold-formed steel section building design

Authors

  • KUMAR JELLA ANIL
  • YADAV ADLA MAHESH

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.

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

2020-12-30

How to Cite

ANIL, K. J. . ., & MAHESH, Y. A. . . (2020). Cold-formed steel section building design. The Journal of Contemporary Issues in Business and Government, 26(3), 56–69. Retrieved from https://cibgp.com/au/index.php/1323-6903/article/view/511