Experimental and Numerical Study on the Effect of Heel Plate Length and Thickness on the Structural Integrity of Cold-formed Steel Roof Trusses

Author:

Gan Je ChennORCID,Lim Jee Hock,Lim Siong Kang,Lin Horng Sheng

Funder

Universiti Tunku Abdul Rahman

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference49 articles.

1. Arul Jayachandran, S., Marimuthu, V., Prabha, P., Seetharaman, S., & Pandian, N. (2009). Investigations on the behaviour of semi-rigid endplate connections. Advanced Steel Construction, 5(4), 432–451.

2. British Standards Institution. (2005). Eurocode 3: Design of steel structures- Part 1–1: General rules and rules for buildings. BS EN 1993-1-1. London: BSI.

3. British Standards Institution. (2006a). Eurocode 3: Design of steel structures- Part 1–3: General rules- Supplementary rules for cold-formed members and sheeting. BS EN 1993-1-3. London: BSI.

4. British Standards Institution. (2006b). Eurocode 3: Design of steel structures- Part 1–5: Plated structural elements. BS EN 1993-1-5. London: BSI.

5. Chen, B., Roy, K., Uzzaman, A., Raftery, G. M., Nash, D., Clifton, G. C., et al. (2019). Effects of edge-stiffened web opening on the behaviour of cold-formed steel channel sections under compression. Thin-Walled Structures, 144, 106307. https://doi.org/10.1016/j.tws.2019.106307.

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