In recent years, cold formed steel sections are used more and more as primary framing components and as secondary structural systems. The geometry can significantly influence the stability response of cold-formed steel members. This paper reports an investigation concerning the structural behaviour of the beams and their failure modes. The beam profile is CFS sigma section .Experimental and numerical study(ANSYS) of cold formed steel sigma section is conducted . The various connections including back to back bolted connection, single cleat joint and double cleat joint is also studied for ultimate load.
Article Details
Unique Paper ID: 143966
Publication Volume & Issue: Volume 3, Issue 4
Page(s): 231 - 237
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