Effect of torsion on unequal single steel angle purlin sections under biaxial moments by Abaqus analysis

Author:

Hosin NasimORCID,Moharana Narayan Chandra

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference22 articles.

1. AISC. (2000b), & SDI. (2000b). Commentary on the specification for load and resistance factor design of single-angle members. American Institute of Steel Construction.

2. AISC 360-16. (2016). Specification for Structural Steel Buildings, an American National Standard. In American Institute of Steel Construction, Chicago. American Institute of Steel Construction.

3. Anić, F., & Penava, D. (2015). Stress of angle section subjected to transversal loading acting out of the shear center. Elektronički Časopis Građevinskog Fakulteta Osijek, 6(10), 10–21.

4. BS:5950-1. (2000). Part 1: Code of practice for design—Rolled and welded sections. In: Structural use of steelwork in building. British Standards Institution (BSI).

5. EN:1991-1-4. (2010). Eurocode 1: Actions on structures—Part 1–4: General actions—Wind actions (Issue 2005). CEN.

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