SIST EN 1993-1-8:2024
(Main)Eurocode 3 - Design of steel structures - Part 1-8: Joints
Eurocode 3 - Design of steel structures - Part 1-8: Joints
1.1 Scope of EN 1993 1 8
(1) This document gives design methods for the design of joints subject to predominantly static loading using all steel grades from S235 up to and including S700 unless otherwise stated in individual clauses.
1.2 Assumptions
(1) The assumptions of EN 1990 and EN 1993-1-1 apply to this document.
(2) The design methods given in this part of EN 1993 are applicable when the quality of construction is as specified in EN 1090 2 or EN 1090 4, and that the construction materials and products used are those specified in the relevant parts of EN 1993, or in the relevant material and product specifications.
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-8: Anschlüsse
1.1 Anwendungsbereich von EN 1993 1 8
(1) Dieses Dokument enthält Regeln für den Entwurf, die Berechnung und die Bemessung von Anschlüssen aus Stahl mit allen Stahlsorten von S235 bis einschließlich S700 unter vorwiegend ruhender Belastung, sofern in einzelnen Abschnitten nicht anders angegeben.
1.2 Annahmen
(1) Für dieses Dokument gelten die Annahmen nach EN 1990 und EN 1993 1 1.
(2) Die in diesem Teil von EN 1993 angegebenen Bemessungsverfahren sind anwendbar, wenn die Qualität der Konstruktion den Festlegungen nach EN 1090 2 oder EN 1090 4 entspricht und die verwendeten Baustoffe und Bauprodukte den Festlegungen nach den maßgebenden Teilen von EN 1993 oder den maßgebenden Baustoff- und Bauproduktspezifikationen entsprechen.
Eurocode 3 - Calcul des structures en acier - Partie 1-8 : Assemblages
1.1 Domaine d'application de l'EN 1993-1-8
(1) Le présent document donne des méthodes de calcul d'assemblages soumis à un chargement essentiellement statique en utilisant toutes les nuances d'acier de S235 jusqu'à S700 inclus, sauf indication contraire dans certains paragraphes.
1.2 Hypothèses
(1) Les hypothèses de l'EN 1990 et de l'EN 1993-1-1 s'appliquent au présent document.
(2) Les règles données dans cette partie de l'EN 1993 sont applicables lorsque le niveau de qualité de construction est tel que spécifié dans l'EN 1090 2 ou l'EN 1090 4 et que les matériaux et produits de construction utilisés sont ceux qui sont spécifiés dans les parties correspondantes de l'EN 1993 ou dans les spécifications de matériaux et produits appropriées.
Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-8. del: Spoji
1.1 Področje uporabe standarda EN 1993-1-8
(1) Ta dokument podaja metode za projektiranje spojev, izpostavljenih pretežno statični obremenitvi z uporabo vseh razredov jekla od S235 do vključno S700, razen če je v posameznih točkah drugače navedeno.
1.2 Predpostavke
(1) Predpostavke standardov EN 1990 in EN 1993-1-1 se uporabljajo tudi za ta dokument.
(2) Metode za projektiranje, podane v tem delu standarda EN 1993, se uporabljajo, če je kakovost gradnje takšna, kot je določeno v standardu EN 1090-2 ali EN 1090-4, ter so uporabljeni gradbeni materiali in izdelki iz ustreznih delov standarda EN 1993 ali ustreznih specifikacij za materiale in izdelke.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-julij-2024
Nadomešča:
SIST EN 1993-1-8:2005
SIST EN 1993-1-8:2005/AC:2009
Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-8. del: Spoji
Eurocode 3 - Design of steel structures - Part 1-8: Joints
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-8: Anschlüsse
Eurocode 3 - Calcul des structures en acier - Partie 1-8 : Assemblages
Ta slovenski standard je istoveten z: EN 1993-1-8:2024
ICS:
91.010.30 Tehnični vidiki Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EN 1993-1-8
EUROPEAN STANDARD
NORME EUROPÉENNE
March 2024
EUROPÄISCHE NORM
ICS 91.010.30; 91.080.13 Supersedes EN 1993-1-8:2005
English Version
Eurocode 3 - Design of steel structures - Part 1-8: Joints
Eurocode 3 - Calcul des structures en acier - Partie 1-8 : Eurocode 3 - Bemessung und Konstruktion von
Assemblages Stahlbauten - Teil 1-8: Anschlüsse
This European Standard was approved by CEN on 1 January 2024.
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 CEN-CENELEC Management Centre 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 CEN-CENELEC Management
Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2024 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1993-1-8:2024 E
worldwide for CEN national Members.
Contents Page
European foreword . 6
0 Introduction . 8
1 Scope . 11
2 Normative references . 11
3 Terms, definitions and symbols . 11
3.1 Terms and definitions . 11
3.2 Symbols and abbreviations . 13
4 Basis of design . 33
4.1 General rules . 33
4.1.1 Basic requirements . 33
4.1.2 Additional requirements. 33
4.2 Design assumptions . 33
4.3 Structural properties of joints . 34
4.3.1 General. 34
4.3.2 Partial factors . 34
4.4 Hybrid connections . 35
4.5 Joints loaded in shear subject to impact, vibration and/or load reversal . 35
4.6 Eccentricity at intersections . 35
5 Connections using bolts, rivets or pins . 36
5.1 Bolts, nuts and washers . 36
5.1.1 Property classes . 36
5.1.2 Preloaded bolts . 36
5.2 Rivets . 37
5.3 Anchor bolts and fasteners between steel and concrete . 37
5.4 Bolted connections . 37
5.4.1 Categories of bolted connections . 37
5.4.2 Injection bolts . 38
5.4.3 Hybrid connections . 38
5.4.4 Connections with lug angles. 38
5.5 Pin connections . 40
5.6 Riveted connections . 41
5.7 Design criteria . 41
5.7.1 Design criteria for bolted connections . 41
5.7.2 Design criteria for connections with injection bolts . 43
5.7.3 Design criteria for pin connections . 44
5.7.4 Design criteria for riveted connections . 46
5.8 Positioning of holes for bolts and rivets . 47
5.9 Design resistance of individual fasteners subject to shear, bearing and/or tension . 49
5.9.1 Rivets, and bolts in normal round or slotted holes . 49
5.9.2 Fit bolts . 53
5.9.3 Bolts in tapped holes . 54
5.9.4 Injection bolts . 55
5.9.5 Prying forces . 56
5.9.6 Fasteners between steel and concrete . 56
5.10 Design slip resistance of individual preloaded bolts . 56
5.10.1 General . 56
5.10.2 Combined tension and shear . 57
5.11 Design resistance of a group of fasteners loaded in bearing type connections subject
to axial force . 58
5.12 Design resistance of a group of fasteners in slip-resistant connections subject to
axial force . 59
5.13 Design resistance of Category A, B, and C connections subject to bending and axial
force . 59
5.14 Design block tearing resistance . 60
5.15 Design resistance of angles connected by one leg and other asymmetrically
connected members in tension . 62
6 Welded connections . 63
6.1 General . 63
6.2 Welding consumables . 63
6.3 Geometry and dimensions. 63
6.3.1 Type of weld . 63
6.3.2 Fillet welds . 64
6.3.3 Fillet welds all round . 66
6.3.4 Butt welds . 66
6.3.5 Plug welds . 66
6.3.6 Flare groove welds . 66
6.4 Welds with packings . 67
6.5 Design resistance of fillet welds . 68
6.5.1 Length of welds . 68
6.5.2 Design throat thickness . 68
6.5.3 Design resistance of fillet welds . 69
6.6 Design resistance of fillet welds all round . 72
6.7 Design resistance of butt welds . 72
6.7.1 Full penetration butt welds . 72
6.7.2 Partial penetration butt welds . 72
6.7.3 T-butt joints . 73
6.8 Design resistance of plug welds . 73
6.9 Distribution of forces .
...
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