THE IMPACT OF SINGLE WEB OPENINGS ON DEFLECTIONS OF COMPOSITE BEAMS
DOI:
https://doi.org/10.24867/12CG02VukicKeywords:
Composite structures, openings, deflectionsAbstract
This paper analyzes the impact of single rectangular web openings on deflections of steel concrete composite beams. In the analysis size and position of unstiffened and stiffened openings are varied for 10 m and 15 m span.
References
[1] “Additional Deflections due to Circular Openings in Composite Cellular Beams“ CEN Background_Document 2017
[2] R. Narayanan, V. Kalyanaraman, A. R. Santhakumar, S. Seetharaman, S. R. Satish Kumar, S. Arul Jayachandran, R. Senthil, “Teaching Materials – Chapter 28: Steel Beams with Web Opening“, Institute for Steel Development and Growth
[3] “Tutorial – SSD/SOFiPLUS – A Quick Reference”, SOFiSTIK AG, 2010.
[4] R. M. Lawson, S. J. Hicks, “Design of Composite Beams with Web Openings”, Ascot, The Steel Construction Institute, 2011.
[5] М. Пржуљ, „Спрегнуте конструкције“, Београд, ИРО „Грађевинска књига“, 1989.
[2] R. Narayanan, V. Kalyanaraman, A. R. Santhakumar, S. Seetharaman, S. R. Satish Kumar, S. Arul Jayachandran, R. Senthil, “Teaching Materials – Chapter 28: Steel Beams with Web Opening“, Institute for Steel Development and Growth
[3] “Tutorial – SSD/SOFiPLUS – A Quick Reference”, SOFiSTIK AG, 2010.
[4] R. M. Lawson, S. J. Hicks, “Design of Composite Beams with Web Openings”, Ascot, The Steel Construction Institute, 2011.
[5] М. Пржуљ, „Спрегнуте конструкције“, Београд, ИРО „Грађевинска књига“, 1989.
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Published
2021-03-28
Issue
Section
Civil Engineering
