Abstract

In general, light gauge steel structural Cold-Formed Steel (CFS) members can lead to added economical design than Hot rolled Steel (HRS) members due to their high strength to weight ratio, ease ofbuilding, and fabrication. It is increased post-buckling strength and yield strength. Such members are vulnerable to local buckling at comparatively low compressive, shear, bearing stress, and bending. The utilization of light gauge steel structures has gotten progressively famous in various fields of building development. The Cold forms of hollow steel sections have a high compressive loading rate, and using infill material like Geopolymer concrete brings the best result in beams and columns joints. Sound Insulation and Head are done correctly according to the necessities of external and internal walls. Economical construction is source income for poor people.

Details

Title
A General Study of Light Gauge Steel Building – Case Study
Author
Venkatesan, V 1 ; Ganesan, R 1 

 Department of Civil Engineering, Saveetha School of Engineering, Saveetha Institute of Medical and Technical Sciences Chennai, Tamil Nadu, India 
Publication year
2021
Publication date
Jul 2021
Publisher
IOP Publishing
ISSN
17426588
e-ISSN
17426596
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2555380918
Copyright
© 2021. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.