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Introduction• Traditional DesignBecause it was assumed that the jointswere stiff, it needs to be checked if thejoints are really stiffIn many cases in practice this is neglectedMarch 9, 2006 8
Introduction• Traditional DesignThe strength of the joints is adjusted tothe level neededAs a result, most joints have lowdeformation or rotation capacityMarch 9, 2006 9
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: Introduction• Traditional DesignI
Page 11 and 12: Introduction• Modern DesignIn mod
Page 13 and 14: Introduction• Modern DesignThe jo
Page 15 and 16: Introduction• Modern DesignIn cas
Page 17 and 18: 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 59 and 60:
Analysis, Classification and Modeli
Page 61:
THANK YOU FOR YOUR ATTENTIONMarch 9
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