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Scope, Terms, DefinitionsandDesign AssumptionsDesign assumptions for <strong>joint</strong>sThe application rules given in Eurocode 3 Part 1-8"Joints" satisfy this design assumptionsMarch 9, 2006 36
Connections made with Bolts• Bolted connections loaded in shear should bedesigned as one of the following categories:• a) Category A: Bearing typeIn this category bolts from class 4.6 up to andincluding class 10.9 should be used. Nopreloading and special provisions for contactsurfaces are required. The design ultimateshear load should not exceed the design shearresistance, nor the design bearing resistance.March 9, 2006 37
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 35: Scope, Terms, DefinitionsandDesign
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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