Study on Load-Carrying Performance of Short Axially-Loaded Column with Gusset Plate between Double Cold-Formed Thin-Walled C Steel

Ming Chen; Yang Sun

doi:10.4028/www.scientific.net/AMM.166-169.526

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Study on Load-Carrying Performance of Short...

Study on Load-Carrying Performance of Short Axially-Loaded Column with Gusset Plate between Double Cold-Formed Thin-Walled C Steel

Abstract:

Technical Code for Design of Cold-formed Thin-wall Steel Structures mainly provides single-limb and lattice sections of axially-loaded members of cold-formed thin-walled steel, and there is no related design method for compound section. In this paper, combined the relevant test datas, the load-carrying performance of short axially-loaded column with gusset plate between double cold-formed C steel were analyzed through effective width method from code and DSM. By comparing the computing results with test results, it indicates that the computing results of DSM are more consistent with the test datas. As a result, I come up with suggestion formulas of effective width method which are applied to short axially-loaded column with gusset plate between double cold-formed thin-walled C steel.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

526-529

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.526

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Online since:

May 2012

Authors:

Ming Chen, Yang Sun

Keywords:

Cold-Formed Thin-Walled C Steel, DSM, Effective Width Method (EWM), Suggestion Formulas

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References

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DOI: 10.4028/www.scientific.net/amm.166-169.526

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