Effect of staggered bolted connections on CFS channel sections

@article{Shanmugasundaram2020EffectOS,
  title={Effect of staggered bolted connections on CFS channel sections},
  author={B. Shanmugasundaram and Vijayakumar Natesan and Mahendrakumar Madhavan},
  journal={Journal of Constructional Steel Research},
  year={2020},
  volume={173},
  pages={106215}
}
Abstract This research focuses on the effect of staggered bolted connections on the ultimate tensile capacity and failure modes of the cold-formed steel channel sections connected to the gusset plates. The test program includes two series of 113 channel specimens tested under axial tension with one series containing 52 two-bolted specimens and the other with 61 three-bolted specimens. All the specimens were bolted in the web in a staggered fashion, and the main parameters being investigated are… Expand

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