Structural Performance of Cold Formed Steel Angle

Journal Title: International Journal of Research and Review - Year 2018, Vol 5, Issue 12

Abstract

The paper describes the results from a finite element investigation into the load capacity tension members of single angle sections of 2, 3 mm 4 and double angles sections of 2mm under plain (without Lipped) and with Lipped conditions subjected to tension. Results were recorded as the load carrying capacity increases for connected to the opposite side of the gusset than the connected to same side. Results of Finite Element Analyses are compared with experimental results.

Authors and Affiliations

A Paul Makesh

Keywords

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  • EP ID EP481003
  • DOI -
  • Views 79
  • Downloads 0

How To Cite

A Paul Makesh (2018). Structural Performance of Cold Formed Steel Angle. International Journal of Research and Review, 5(12), 203-206. https://europub.co.uk/articles/-A-481003