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Introduction• Modern DesignIn case that the plastic theory is used, thebeams need to be checked for lateral torsionalbuckling only, the columns need to be checkedfor beam-column stability (incl. lateral torsionalbuckling) only and the <strong>joint</strong>s need to bechecked to have sufficient deformation (in factrotation) capacity.March 9, 2006 16
Introduction• Modern DesignIn case that the elastic-plastic-non lineartheory is used, the beams and columns need tobe checked for lateral torsional buckling onlyand the <strong>joint</strong>s need to be checked to havesufficient deformation (in fact rotation)capacity.March 9, 2006 17
Page 1 and 2: Joints in Steel Structures based on
Page 3 and 4: IntroductionNENHistory and Context
Page 5 and 6: IntroductionMarch 9, 2006 5
Page 7 and 8: Introduction• Traditional DesignI
Page 9 and 10: Introduction• Traditional DesignT
Page 11 and 12: Introduction• Modern DesignIn mod
Page 13 and 14: Introduction• Modern DesignThe jo
Page 15: Introduction• Modern DesignIn cas
Page 19 and 20: Introduction• The extend to which
Page 21 and 22: IntroductionMarch 9, 2006 21
Page 23 and 24: Introduction• If necessary, becau
Page 25 and 26: Scope, Terms, DefinitionsandDesign
Page 37 and 38: Connections made with Bolts• Bolt
Page 39 and 40: Connections made with Bolts• Bolt
Page 41 and 42: Welded Connections• Fillet welds:
Page 43 and 44: Analysis, Classification and Modeli
Page 61: THANK YOU FOR YOUR ATTENTIONMarch 9

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