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The test parameters included HLFC density grade, stud section area, wall thickness and vertical load.
The impact of various parameters, such as sheathing configuration, type and layer of wall panels, stud section and spacing, and joint details of wall panels, is discussed, and some important conclusions are formulated.
The most effective way of improving seismic performance was to increase wall thickness, followed by increasing HLFC density grade and stud section area, but increasing vertical load had an adverse effect on seismic performance.
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Three different LSF wall configurations and three stud thicknesses were considered for both stud sections.
Cold-formed steel stud sections are commonly used as compression members in fire rated load-bearing light gauge steel frame (LSF) wall systems.
Although conventional lipped channel section (LCS) studs are commonly used in LSF wall systems, there is a growing interest in developing innovative stud sections to increase the load carrying capacities when used in fire rated LSF wall systems.
Therefore, the structural behaviour of WSS stud sections was investigated under ambient and fire conditions using finite element analyses and their capacities were compared with those of conventional LCS studs.
However, the applicability of the existing structural fire design rules has not been investigated for the WSS stud sections while the advantages of using such sections have not been demonstrated.
According to the low cycle cyclic analysis results, the fatigue damage initiated at the bottom point of the stud root section in the push load direction, which can be called the fatigue critical point.
Fire usually occurs on one side of LSF walls during which a non-uniform temperature distribution is developed across the steel stud cross-section.
Cut front, rear and side wall stud framing sections out of your 2 by 4-inch boards.
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