Cite this DOI

Sri, A., Reddy, C., Krishna, G., V.Sravani, Krishna, D., & Rao, S. (2018). Investigation of Shear Capacities of Cold-Formed Steel Channel &SupaCee Sections. *Journal of Science & Technology*, *03*(01), 61–69. https://doi.org/10.46243/jstj.2018.v3.i1.179

@article{sri2018investigation,
  author    = {Sri, A.Medha and Reddy, Ch.Manasa and Krishna, G.Sai and V.Sravani and Krishna, Dr.K.Murali and Rao, S.Valeswara},
  title     = {{Investigation of Shear Capacities of Cold-Formed Steel Channel \&SupaCee Sections}},
  journal   = {Journal of Science \& Technology},
  year      = {2018},
  month     = {jan},
  volume    = {03},
  number    = {01},
  pages     = {61--69},
  publisher = {Longman Publishers},
  issn      = {2456-5660},
  doi       = {10.46243/jstj.2018.v3.i1.179},
  url       = {https://doi.org/10.46243/jstj.2018.v3.i1.179},
  language  = {en},
  abstract  = {Cold-formed steel channel sections have been widely applied in structural buildings. This type of section is then added stiffenersin the web to form the new section called SupaCee. The capacities of these sections have been investigated due to shear actions paralleling their webs. Shear forces are assumed to be resisted by the web, but the presence of the flanges and lips also have specific impacts on the shear capacities of these sections. This paper, therefore, investigates the effects of the flange widths and lip lengths on the shear capacities of the channel and SupaCee sections. Also, the shear capacities of SupaCee sections are studied to illustrate their strength improvements compared to those of channel sections. Shear capacities of the investigated sections are determined according to AS/NZS 4600:2018. The study demonstrated the innovation of SupaCee sections in shear strength improvements in comparison with those of channel sections.}
}

TY  - JOUR
TI  - Investigation of Shear Capacities of Cold-Formed Steel Channel &SupaCee Sections
AU  - Sri, A.Medha
AU  - Reddy, Ch.Manasa
AU  - Krishna, G.Sai
AU  - V.Sravani
AU  - Krishna, Dr.K.Murali
AU  - Rao, S.Valeswara
JO  - Journal of Science & Technology
PY  - 2018
DA  - 2018/01/01/
VL  - 03
IS  - 01
SP  - 61
EP  - 69
PB  - Longman Publishers
SN  - 2456-5660
LA  - en
AB  - Cold-formed steel channel sections have been widely applied in structural buildings. This type of section is then added stiffenersin the web to form the new section called SupaCee. The capacities of these sections have been investigated due to shear actions paralleling their webs. Shear forces are assumed to be resisted by the web, but the presence of the flanges and lips also have specific impacts on the shear capacities of these sections. This paper, therefore, investigates the effects of the flange widths and lip lengths on the shear capacities of the channel and SupaCee sections. Also, the shear capacities of SupaCee sections are studied to illustrate their strength improvements compared to those of channel sections. Shear capacities of the investigated sections are determined according to AS/NZS 4600:2018. The study demonstrated the innovation of SupaCee sections in shear strength improvements in comparison with those of channel sections.
DO  - 10.46243/jstj.2018.v3.i1.179
UR  - https://doi.org/10.46243/jstj.2018.v3.i1.179
ER  -

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    "DOI": "10.46243/jstj.2018.v3.i1.179",
    "URL": "https://doi.org/10.46243/jstj.2018.v3.i1.179",
    "title": "Investigation of Shear Capacities of Cold-Formed Steel Channel &SupaCee Sections",
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    "container-title": "Journal of Science & Technology",
    "author": [
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    "volume": "03",
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    "page": "61-69",
    "publisher": "Longman Publishers",
    "language": "en",
    "abstract": "Cold-formed steel channel sections have been widely applied in structural buildings. This type of section is then added stiffenersin the web to form the new section called SupaCee. The capacities of these sections have been investigated due to shear actions paralleling their webs. Shear forces are assumed to be resisted by the web, but the presence of the flanges and lips also have specific impacts on the shear capacities of these sections. This paper, therefore, investigates the effects of the flange widths and lip lengths on the shear capacities of the channel and SupaCee sections. Also, the shear capacities of SupaCee sections are studied to illustrate their strength improvements compared to those of channel sections. Shear capacities of the investigated sections are determined according to AS/NZS 4600:2018. The study demonstrated the innovation of SupaCee sections in shear strength improvements in comparison with those of channel sections.",
    "ISSN": "2456-5660"
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From the record as registered (version 2) — the record and its history. Programs: https://registry.smartscholars.in/api.php?action=cite&doi=10.46243%2Fjstj.2018.v3.i1.179 gives all four in one JSON answer.