Experimental Case Studies about Uniplanar SHS Joints with Full-Overlapped Top Connection

Patrick Heinemann1, Dorina-Nicolina Isopescu1

  • 1Department of Civil and Industrial Engineering, Faculty of Civil Engineering and Building Services, "Gheorghe Asachi" Technical University of Iasi, 1, Prof. Dr. Docent Dimitrie Mangeron Blvd., No. 59A, 700050 Iasi, Romania.

Summary

The inclination angle significantly impacts the load-bearing capacity of squared hollow section joints, with a 46% reduction observed between the steepest and most obtuse angles. Squared profiles offer higher joint strength compared to circular ones.

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