Experimental Study for Strength Capacity of Cold Formed Steel Joists Connections with Consideration of Various Bolts Arrangements

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

Parastesh H.; MOBEDI E.; Hooman Ghasemi S.; Amjadiyan K.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF REHABILITATION IN CIVIL ENGINEERING Year:2019 | Volume:7 | Issue:2 Page(s): 101-114

Download Full-Text

View:

117

Download:

Cites:

Information Journal Paper

Title

Experimental Study for Strength Capacity of Cold Formed Steel Joists Connections with Consideration of Various Bolts Arrangements

Author(s)

Parastesh H. | MOBEDI E. | Hooman Ghasemi S. | Amjadiyan K. | Issue Writer Certificate

Keywords

Steel joist

Cold-Formed Steel (CFS)

Bolted connections

Load carrying capacity

Abstract

With growth the construction technologies, Cold-Formed Steel, CFS, sections are widely used in ordinary steel buildings because of some advantages such as light weight, ease of installation, decrease in cost, and increase in speed of operation. Using the Bolted connections for CFS joist is one of the best details for steel structures. The main objective of this study is to conduct an experimental research to evaluate the Load carrying capacity of Bolted connections based on various bolts arrangement. Ten full scale joist-beam connections are tested under the incremental gravity load. The variable parameters are the arrangement of bolts, and thickness of CFS sheets. The joist sections made of two C-shaped, which are back-to-back connected using self-drilling screw bolts in the web. The arrangement of bolts connection and steel sheet thickness are considered as two major factors to improve the Load carrying capacity. Base on the obtained results, it was observed that increasing the number of the bolts and their spacing from the neutral axes led to the additional Load carrying capacity. Furthermore, it can be concluded that the thickness of CFS sheets play an effective role for Load carrying capacity of connections.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

Parastesh, H., MOBEDI, E., Hooman Ghasemi, S., & Amjadiyan, K.. (2019). Experimental Study for Strength Capacity of Cold Formed Steel Joists Connections with Consideration of Various Bolts Arrangements. JOURNAL OF REHABILITATION IN CIVIL ENGINEERING, 7(2), 101-114. SID. https://sid.ir/paper/339990/en

Vancouver: Copy

Parastesh H., MOBEDI E., Hooman Ghasemi S., Amjadiyan K.. Experimental Study for Strength Capacity of Cold Formed Steel Joists Connections with Consideration of Various Bolts Arrangements. JOURNAL OF REHABILITATION IN CIVIL ENGINEERING[Internet]. 2019;7(2):101-114. Available from: https://sid.ir/paper/339990/en

IEEE: Copy

H. Parastesh, E. MOBEDI, S. Hooman Ghasemi, and K. Amjadiyan, “Experimental Study for Strength Capacity of Cold Formed Steel Joists Connections with Consideration of Various Bolts Arrangements,” JOURNAL OF REHABILITATION IN CIVIL ENGINEERING, vol. 7, no. 2, pp. 101–114, 2019, [Online]. Available: https://sid.ir/paper/339990/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops