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Scope, Terms, DefinitionsandDesign AssumptionsDesign assumptions for joints are:(a)The internal forces and moments assumed in theanalysis are in equilibrium with the forces andmoments applied to the joints,(b)Each element in the joint is capable of resisting theinternal forces and moments,(c)The deformations implied by this distribution do notexceed the deformation capacity of the fasteners orwelds and the connected parts,March 9, 2006 34
Scope, Terms, DefinitionsandDesign AssumptionsDesign assumptions for joints are:(d)The assumed distribution of internal forces should berealistic with regard to relative stiffness within thejoint,(e)The deformations assumed in any design model basedon elastic-plastic analysis are based on rigid bodyrotations and/or in-plane deformations which arephysically possible,(f)Any model used is in compliance with the evaluation oftest results (see EN 1990).March 9, 2006 35
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 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 33: 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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