Abstract

Abstract The article presents concept of II generation N type RHS plug & play truss connection made in non-welded technology. Three connections of the representative truss are analyzed. Resistance calculations of these truss joints, using the component method, are shown. Test results and the theoretical resistance of these connections are compared.

Highlights

  • The article presents concept of II generation N type rectangular hollow section (RHS) plug & play truss connection made in nonwelded technology

  • Modern techniques introduced by AM (Advanced Manufacturing), such as: cutting metals with laser 3D, CNC laser cutter, 3D printers, and automation of production processes lead to the need to reconsider again the current methods and techniques of connecting elements in steel structures

  • Tension bracing was fixed to chord member by anchor blocks manufactured by AM technology and they have been twisted on their treaded ends by nuts

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Summary

Introduction

Modern techniques introduced by AM (Advanced Manufacturing), such as: cutting metals with laser 3D, CNC laser cutter, 3D printers, and automation of production processes lead to the need to reconsider again the current methods and techniques of connecting elements in steel structures. Tension bracing was fixed to chord member by anchor blocks manufactured by AM technology and they have been twisted on their treaded ends by nuts. Of these elements eliminates the need to use welds to connect the bracing members with the chord what is the typical technology used so far [1]. The component method which is frequently used for the resistance

Concept of II generation joints
Component approach for resistance calculation
Chord webs failure under compression – component N6 component N3
Chord socket and “teeth” of anchor block under punching shear – component N4
Experimental tests
Conclusions
Practical applications and future prospects

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