This study analyzes the joint capacity of cold-rolled steel frame structure for multi-level buildings to withstand axial loads. The column frame joint structures will be modeled, analyzed and tested. In this paper, the study is about cold-formed channel profile that will be tensile tested with 2 variations of the joint. The research objectives are (1) to determine the stress and strain, (2) the damage pattern. The test object is modeled using FEM with a scale of 1: 1 and the loading used is linear static loading. Simulation with FEM use a trial and error method by entering the parameters obtained. The draft and design of channel profiles using cold rolled steel material refers to several guidelines including SNI-7971-2013 on Cold Formed Steel Structures.
CITATION STYLE
Aziz, A. A., Nindyawati, N., & Karyadi, K. (2019). Tensile test analysis of cold-formed column in channel profile. In IOP Conference Series: Materials Science and Engineering (Vol. 669). Institute of Physics Publishing. https://doi.org/10.1088/1757-899X/669/1/012049
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