prEN 1993-1-11
(Main)Eurocode 3 - Design of steel structures - Part 1-11: Tension components
Eurocode 3 - Design of steel structures - Part 1-11: Tension components
1.1 Scope of EN 1993-1-11
(1) EN 1993-1-11 provides rules for structural design of tension components made of steel, in addition to other parts of EN 1993, for use in structures made of steel or other materials such as concrete, steel-concrete composite and timber.
(2) EN 1993-1-11 covers the resistance, serviceability and durability of steel tension elements.
(3) The following items/aspects are outside the scope of EN 1993-1-11:
- pre- or post-tensioned systems in accordance with EN 1992-1-1 and EN 1992-2;
- reinforcing steel as part of a concrete structure in accordance with EN 1992-1-1;
- tension components in piling;
- detailed design of terminations.
1.2 Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 and the EN 1993-1 series apply.
(2) The design methods given in EN 1993-1-11 are applicable if:
- execution quality is according to EN 1090-2; and
- the construction materials and products used are as specified in the relevant parts of the EN 1993 series, or in the relevant material and product specifications.
(3) EN 1993-1-11 is used in conjunction with ENs, EADs and ETAs for tension components.
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-11: Zugglieder
1.1 Anwendungsbereich von EN 1993-1-11
(1) EN 1993-1-11 enthält, ergänzend zu anderen Teilen von EN 1993, Regeln für die Bemessung und Konstruktion von Zuggliedern aus Stahl für die Verwendung in Tragwerken aus Stahl oder anderen Werkstoffen, wie z. B. Stahlbeton, Stahl-Beton-Verbund und Holz.
(2) EN 1993-1-11 behandelt die Tragfähigkeit, Gebrauchstauglichkeit und Dauerhaftigkeit von Zuggliedern aus Stahl.
(3) Die folgenden Punkte/Aspekte fallen nicht in den Anwendungsbereich von EN 1993-1-11:
- vorgespannte Systeme mit oder ohne Verbund nach EN 1992-1-1 und EN 1992-2;
- Betonstahl als Teil eines Betontragwerks nach EN 1992-1-1;
- Zugglieder bei Pfählen und Spundwänden;
- detaillierte Bemessung von Verankerungen.
1.2 Voraussetzungen
(1) Sofern nicht ausdrücklich angegeben, gelten EN 1990, EN 1991 und Normenreihe EN 1993-1.
(2) Die in EN 1993-1-11 angegebenen Bemessungsverfahren sind anwendbar, wenn:
- die Ausführungsqualität EN 1090-2 entspricht; und
- die verwendeten Baustoffe und Produkte den maßgebenden Teilen der Normenreihe EN 1993 oder den maßgebenden Werkstoff- und Produktspezifikationen entsprechen.
(3) EN 1993-1-11 wird in Verbindung mit ENs, EADs und ETAs für Zugglieder angewendet.
Eurocode 3 - Calcul des structures en acier - Partie 1-11 : Eléments tendus
1.1 Domaine d'application de l'EN 1993 1 11
(1) L'EN 1993 1 11 fournit des règles relatives au calcul structural des composants tendus en acier, en complément d'autres parties de l'EN 1993, pour une utilisation dans des structures en acier ou en d'autres matériaux tels que le béton, le bois de construction ou des structures mixtes acier-béton.
(2) L'EN 1993 1 11 couvre la résistance, l'aptitude au service et la durabilité des éléments tendus en acier.
(3) Les éléments/aspects suivants ne relèvent pas du domaine d'application de l'EN 1993 1 11 :
— les systèmes précontraints par pré- ou post-tension conformément à l'EN 1992 1 1 et EN 1992 2 ;
— les aciers d'armature dans le cadre d'une structure en béton conformément à l'EN 1992 1 1 ;
— les composants tendus des pieux ;
— le calcul détaillé des extrémités (terminaisons).
1.2 Hypothèses
(1) Sauf indication contraire, l'EN 1990, l'EN 1991 et la série EN 1993 1 s'appliquent.
(2) Les méthodes de calcul données dans l'EN 1993 1 11 sont applicables si :
— la qualité de l'exécution est conforme à l'EN 1090 2 ; et
— les matériaux et produits de construction utilisés sont tels que spécifiés dans les parties pertinentes de la série EN 1993 ou dans les spécifications de matière et de produit appropriées.
(3) L'EN 1993 1 11 est utilisé conjointement avec les EN, DEE (EAD en anglais) et Agréments Techniques Européens (ATE) pour les composants tendus.
Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-11. del: Natezne komponente
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-junij-2024
Nadomešča:
SIST EN 1993-1-11:2007
Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-11. del: Natezne komponente
Eurocode 3 - Design of steel structures - Part 1-11: Tension components
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-11: Zugglieder
Eurocode 3 - Calcul des structures en acier - Partie 1-11 : Eléments tendus
Ta slovenski standard je istoveten z: prEN 1993-1-11
ICS:
91.010.30 Tehnični vidiki Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
93.040 Gradnja mostov Bridge construction
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
DRAFT
EUROPEAN STANDARD
NORME EUROPÉENNE
EUROPÄISCHE NORM
March 2024
ICS 91.010.30; 91.080.13; 93.040 Will supersede EN 1993-1-11:2006
English Version
Eurocode 3 - Design of steel structures - Part 1-11:
Tension components
Eurocode 3 - Calcul des structures en acier - Partie 1- Eurocode 3 - Bemessung und Konstruktion von
11 : Eléments tendus Stahlbauten - Teil 1-11: Zugglieder
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.
If this draft becomes a European Standard, 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.
This draft European Standard was established by CEN 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.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
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. prEN 1993-1-11:2024 E
worldwide for CEN national Members.
Contents Page
European foreword . 5
0 Introduction . 6
1 Scope . 9
1.1 Scope of EN 1993-1-11 . 9
1.2 Assumptions . 9
2 Normative references . 9
3 Terms, definitions and symbols .10
3.1 Terms and definitions .10
3.1.1 Components and elements .10
3.1.2 Material proprieties .11
3.1.3 Manufacturing and installation.12
3.2 Symbols .12
3.2.1 General .12
3.2.2 Latin upper-case symbols .12
3.2.3 Latin lower-case symbols .13
3.2.4 Greek upper-case symbols .14
3.2.5 Greek lower-case symbols .14
3.3 Groups .16
4 Basis of design .16
4.1 General rules .16
4.1.1 Basic requirements .16
4.1.2 Structural reliability .16
4.2 Principle of limit state design .17
4.3 Basic variables for actions .17
4.3.1 Self-weight of tension components .17
4.3.2 Wind actions .17
4.3.3 Ice loading .17
4.3.4 Thermal actions .17
4.3.5 Prestressing .17
4.3.6 Replacement and accidental loss of tension components .17
4.3.7 Fatigue loads .18
4.4 Verification by the partial factor method .19
5 Material .20
5.1 General .20
5.2 Group A tension elements .20
5.2.1 Nominal tensile strength and nominal yield strength .20
5.2.2 Modulus of elasticity .20
5.2.3 Creep and relaxation .21
5.3 Group B tension elements .21
5.3.1 Nominal tensile strength grade of steel wires .21
5.3.2 Modulus of deformation .21
5.3.3 Creep and relaxation .22
5.3.4 Friction coefficients .22
5.4 Group C tension elements .23
5.4.1 Nominal tensile strength grade of steel wires and strands .23
5.4.2 Modulus of elasticity .23
5.4.3 Creep and relaxation .23
5.4.4 Friction coefficients .23
6 Durability . 24
7 Structural analysis . 24
7.1 General . 24
7.2 Nonlinear effects from deformations . 24
7.3 Nonlinear analysis . 25
7.4 Dynamic analysis . 25
7.5 Aerodynamic instability . 26
8 Ultimate limit states . 26
8.1 General . 26
8.2 Group A tension components . 27
8.2.1 Tension rod system made of structural steel or stainless steel. 27
8.2.2 Tension rod system made of concrete reinforcement steel or prestressing steel . 27
8.3 Group B tension components . 28
8.4 Group C tension components . 29
8.5 Saddles . 30
8.5.1 General . 30
8.5.2 Group B tension components . 30
8.5.3 Group C tension components . 32
8.6 Clamps . 36
8.6.1 General . 36
8.6.2 Prevention of slipping of clamps . 36
8.6.3 Transverse pressure. 40
9 Serviceability limit states . 40
10 Fatigue . 40
10.1 General . 40
10.2 Terminations . 40
10.3 Tension elements . 40
11 Testing . 43
Annex A (normative) Product and test requirements for tension components . 44
A.1 Use of this annex .
...
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