EN 1993-1-8:2005

Eurocode 3: Design of steel structures - Part 1-8: Design of joints

This prEN contains design methods for joints subject to predominantly static loading. NOTE: Part 1-8 of prEN 1993 is also applicable to dynamic loads, particularly wind action, if not otherwise mentioned. Fatigue design of joints, see Part 1-9 of prEN 1993. This prEN applies to steel grades S 235, S 275, S 355, S 420 and S 460.

Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-8: Bemessung von Anschlüssen

(1)   EN 1993-1-8 enthält Regeln für den Entwurf, die Berechnung und die Bemessung von Anschlüssen aus Stahl mit Stahlsorten S235, S275, S355 und S460 unter vorwiegend ruhender Belastung.

Eurocode 3: Calcul des structures en acier - Partie 1-8: Calcul des assemblages

Evrokod 3: Projektiranje jeklenih konstrukcij – 1-8. del: Projektiranje spojev

Področje uporabe
Ta del evropskega standarda EN 1993 navaja metode projektiranja spojev, izpostavljenih pretežno statični obremenitvi in izdelanih iz jekel naslednjih kakovostnih razredov: S235, S275, S355 in S460.

General Information

• Status: Withdrawn
• Publication Date: 10-May-2005
• Withdrawal Date: 26-Mar-2024
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.13 - Steel structures
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 3 - Eurocode 3: Design of steel structures
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
• Mandate: M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
• Ref Project: SIST EN 1993-1-8:2005 - Eurocode 3: Design of steel structures - Part 1-8: Design of joints

Relations

• Replaces: ENV 1993-1-1:1992/A2:1998 - Eurocode 3: Design of steel structures - Part 1-1: General - General rules and rules for buildings
• Effective Date: 22-Dec-2008
• Replaces: ENV 1993-1-1:1992/AC:1992 - Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings
• Effective Date: 22-Dec-2008
• Replaces: ENV 1993-1-1:1992/A1:1994 - Eurocode 3: Design of steel structures - Part 1-1: General - General rules and rules for buildings
• Effective Date: 22-Dec-2008
• Replaced By: EN 1993-1-8:2024 - Eurocode 3 - Design of steel structures - Part 1-8: Joints
• Effective Date: 17-May-2017
• Corrected By: EN 1993-1-8:2005/AC:2009 - Eurocode 3: Design of steel structures - Part 1-8: Design of joints
• Effective Date: 21-Jan-2009
• Corrected By: EN 1993-1-8:2005/AC:2005 - Eurocode 3: Design of steel structures - Part 1-8: Design of joints
• Effective Date: 22-Dec-2008

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 3: Design of steel structures - Part 1-8: Design of jointsEvrokod 3: Projektiranje jeklenih konstrukcij – 1-8. del: Projektiranje spojevEurocode 3: Calcul des structures en acier - Partie 1-8: Calcul des assemblagesEurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-8: Bemessung von AnschlüssenTa slovenski standard je istoveten z:EN 1993-1-8:2005SIST EN 1993-1-8:2005en91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:SLOVENSKI
STANDARDSIST EN 1993-1-8:200501-oktober-2005

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-8
May 2005 ICS 91.010.30 Supersedes ENV 1993-1-1:1992 English version
Eurocode 3: Design of steel structures - Part 1-8: Design of joints
Eurocode 3: Calcul des structures en acier - Partie 1-8: Calcul des assemblages
Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-8: Bemessung von Anschlüssen This European Standard was approved by CEN on 16 April 2004.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
B-1050 Brussels © 2005 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1993-1-8:2005: E

EN 1993-1-8 : 2005 (E)
2 Contents Page
1 Introduction.8 1.1 Scope.8 1.2 Normative references.8 1.3 Distinction between Principles and Application Rules.10 1.4 Terms and definitions.10 1.5 Symbols.13 2 Basis of design.18 2.1 Assumptions.18 2.2 General requirements.18 2.3 Applied forces and moments.18 2.4 Resistance of joints.18 2.5 Design assumptions.19 2.6 Joints loaded in shear subject to impact, vibration and/or load reversal.19 2.7 Eccentricity at intersections.19 3 Connections made with bolts, rivets or pins.20 3.1 Bolts, nuts and washers.20 3.1.1 General.20 3.1.2 Preloaded bolts.20 3.2 Rivets.20 3.3 Anchor bolts.21 3.4 Categories of bolted connections.21 3.4.1 Shear connections.21 3.4.2 Tension connections.21 3.5 Positioning of holes for bolts and rivets.23 3.6 Design resistance of individual fasteners.24 3.6.1 Bolts and rivets.24 3.6.2 Injection bolts.28 3.7 Group of fasteners.29 3.8 Long joints.29 3.9 Slip-resistant connections using 8.8 or 10.9 bolts.30 3.9.1 Design Slip resistance.30 3.9.2 Combined tension and shear.31 3.9.3 Hybrid connections.31 3.10 Deductions for fastener holes.31 3.10.1 General.31 3.10.2 Design for block tearing.32 3.10.3 Angles connected by one leg and other unsymmetrically connected members in tension.33 3.10.4 Lug angles.34 3.11 Prying forces.34 3.12 Distribution of forces between fasteners at the ultimate limit state.34 3.13 Connections made with pins.35 3.13.1 General.35 3.13.2 Design of pins.35 4 Welded connections.38 4.1 General.38 4.2 Welding consumables.38 4.3 Geometry and dimensions.38 4.3.1 Type of weld.38 4.3.2 Fillet welds.38 4.3.3 Fillet welds all round.40 4.3.4 Butt welds.40 4.3.5 Plug welds.41

EN 1993-1-8 : 2005 (E)
3 4.3.6 Flare groove welds.41 4.4 Welds with packings.41 4.5 Design resistance of a fillet weld.42 4.5.1 Length of welds.42 4.5.2 Effective throat thickness.42 4.5.3 Design Resistance of fillet welds.42 4.6 Design resistance of fillet welds all round.44 4.7 Design resistance of butt welds.45 4.7.1 Full penetration butt welds.45 4.7.2 Partial penetration butt welds.45 4.7.3 T-butt joints.45 4.8 Design resistance of plug welds.45 4.9 Distribution of forces.46 4.10 Connections to unstiffened flanges.46 4.11 Long joints.48 4.12 Eccentrically loaded single fillet or single-sided partial penetration butt welds.48 4.13 Angles connected by one leg.48 4.14 Welding in cold-formed zones.49 5 Analysis, classification and modelling.50 5.1 Global analysis.50 5.1.1 General.50 5.1.2 Elastic global analysis.50 5.1.3 Rigid-plastic global analysis.51 5.1.4 Elastic- plastic global analysis.51 5.1.5 Global analysis of lattice girders.52 5.2 Classification of joints.54 5.2.1 General.54 5.2.2 Classification by stiffness.54 5.2.3 Classification by strength.55 5.3 Modelling of beam-to-column joints.56 6 Structural joints connecting H or I sections.60 6.1 General.60 6.1.1 Basis.60 6.1.2 Structural properties.60 6.1.3 Basic components of a joint.61 6.2 Design Resistance.
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