Moment Resisting Steel Connections for the Improvement of Light Gauge Cold Formed Steel Structures

Moment Resisting Steel Connections for the Improvement of Light Gauge Cold Formed Steel Structures

R. Ashwathi, S.P. Keerthana, K.P. Sandhitya

Abstract. Steel has much importance over other construction materials in recent days because of its high strength and ductility. It has high resistance to tension when compared to concrete in compression. This paper mainly focuses to evaluate the beam column rolled and cooled formed steel connection by moment resistant connection with the help of stiffened, unstiffened and splices connections. Due to its economical development and best seismic performance by various shapes in cross sectional area and different connections it has been widely used. By clubbing these criteria, it results to study the seismic performance of cold formed steel sections area using different moment resistance connection. At long last the report result the graft association has best second opposition association, seismic safe of designs, load conveying limit is high what’s more, least weight contrast and different sorts of associations. The join association load conveying limit is high, so we can diminish the size of segment and forestall the base shear because of decreasing the heaviness of the designs.

Keywords
Cold Framed Steel, Stiffened Connections, Load Deflection, Splice Connection

Published online , 11 pages
Copyright © 2022 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: R. Ashwathi, S.P. Keerthana, K.P. Sandhitya, Moment Resisting Steel Connections for the Improvement of Light Gauge Cold Formed Steel Structures, Materials Research Proceedings, Vol. 23, pp 370-380, 2022

DOI: https://doi.org/10.21741/9781644901953-42

The article was published as article 42 of the book Sustainable Materials and Smart Practices

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

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