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Connections made with Bolts• Bolted connections loaded in shear should bedesigned as one of the following:• b) Category B: Slip-resistant atserviceability limit stateSlip should not occur at the serviceability limitstate. The design serviceability shear loadshould not exceed the design slip resistance.The design ultimate shear load should notexceed the design shear resistance, nor thedesign bearing resistance.March 9, 2006 38
Connections made with Bolts• Bolted connections loaded in shear should be designedas one of the following:• c) Category C: Slip-resistant at ultimate limitstateIn this category preloaded bolts should be used. Slipshould not occur at the ultimate limit state. The designultimate shear load should not exceed the design slipresistance, nor the design bearing resistance. Inaddition for a connection in tension, the design plasticresistance of the net cross-section at bolt holesshould be checked at the ultimate limit state.March 9, 2006 39
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 37: 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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