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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