Plates and wide flats made of high yield strength structural steels in the quenched and tempered or precipiation hardened conditions - Part 2: Delivery conditions for quenched and tempered steels

Part 2 of this European Standard, in addition to Part 1, specifies requirements for plates and wide flats of high yield strength alloy special steels. The grades and qualities are given in tables 1 (chemical composition) and 2 and 3 (mechanical properties) and are supplied in the quenched and tempered condition as given in 7.2.           The steels specified in this European Standard are applicable to hot-rolled plates and wide flats with a minimum nominal thickness of 3 mm and a maximum nominal thickness ¿ 150 - for grades S460, S500, S550, S620 and S690, a maximum nominal thickness ¿ 100 mm for grade S690 and a maximum nominal thickness ¿ 50 mm for grade S960, in steels which, after quenching and tempering, have a specified minimum yield strength of 460 N/mm2 to 960 N/mm2.

Blech und Breitflachstahl aus Baustählen mit höherer Streckgrenze im vergüteten oder im ausscheidungsgehärteten Zustand - Teil 2: Lieferbedingungen für vergütete Stähle

Der Teil 2 dieser Europäischen Norm gilt in Verbindung mit Teil 1 für Blech und Breitflachstahl aus legierten Edelstählen mit höherer Festigkeit. Die Stahlsorten und Gütegruppen werden mit den Anforderungen nach Tabelle 1 (chemische Zusammensetzung) sowie nach den Tabellen 2 und 3 (mechanische Eigenschaften) im vergüteten Zustand nach 7.2 geliefert.

Tôles et larges plats en aciers de construction à haute limite d'élasticité à l'état trempé et revenu ou durci par précipitation - Partie 2: Conditions de livraison des aciers à l'état trempé et revenu

La partie 2 de la présente norme européenne vient s'ajouter à la partie 1 et spécifie les caractéristiques des tôles et larges-plats en aciers à haute limite d'élasticité. Les nuances et qualités sont données aux tableaux 1 (composition chimique), 2 et 3 (caractéristiques mécaniques) et sont livrées à l'état trempé et revenu comme indiqué en 7.2.

Plošče in široki trakovi iz konstrukcijskih jekel z veliko napetostjo tečenja v poboljšanem ali izločevalno utrjenem stanju - 2. del: Dobavni pogoji za poboljšana jekla

General Information

Status
Withdrawn
Publication Date
11-Sep-1995
Withdrawal Date
09-Nov-2004
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
10-Nov-2004
Completion Date
10-Nov-2004

Relations

Effective Date
22-Dec-2008
Effective Date
22-Dec-2008
Effective Date
28-Jan-2026

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Frequently Asked Questions

EN 10137-2:1995 is a standard published by the European Committee for Standardization (CEN). Its full title is "Plates and wide flats made of high yield strength structural steels in the quenched and tempered or precipiation hardened conditions - Part 2: Delivery conditions for quenched and tempered steels". This standard covers: Part 2 of this European Standard, in addition to Part 1, specifies requirements for plates and wide flats of high yield strength alloy special steels. The grades and qualities are given in tables 1 (chemical composition) and 2 and 3 (mechanical properties) and are supplied in the quenched and tempered condition as given in 7.2. The steels specified in this European Standard are applicable to hot-rolled plates and wide flats with a minimum nominal thickness of 3 mm and a maximum nominal thickness ¿ 150 - for grades S460, S500, S550, S620 and S690, a maximum nominal thickness ¿ 100 mm for grade S690 and a maximum nominal thickness ¿ 50 mm for grade S960, in steels which, after quenching and tempering, have a specified minimum yield strength of 460 N/mm2 to 960 N/mm2.

Part 2 of this European Standard, in addition to Part 1, specifies requirements for plates and wide flats of high yield strength alloy special steels. The grades and qualities are given in tables 1 (chemical composition) and 2 and 3 (mechanical properties) and are supplied in the quenched and tempered condition as given in 7.2. The steels specified in this European Standard are applicable to hot-rolled plates and wide flats with a minimum nominal thickness of 3 mm and a maximum nominal thickness ¿ 150 - for grades S460, S500, S550, S620 and S690, a maximum nominal thickness ¿ 100 mm for grade S690 and a maximum nominal thickness ¿ 50 mm for grade S960, in steels which, after quenching and tempering, have a specified minimum yield strength of 460 N/mm2 to 960 N/mm2.

EN 10137-2:1995 is classified under the following ICS (International Classification for Standards) categories: 77.140.50 - Flat steel products and semi-products. The ICS classification helps identify the subject area and facilitates finding related standards.

EN 10137-2:1995 has the following relationships with other standards: It is inter standard links to EN 10025-6:2004, EN 10025-1:2004, CR 10313:2000. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

EN 10137-2:1995 is associated with the following European legislation: EU Directives/Regulations: 97/23/EC; Standardization Mandates: M/005, M/071. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.

EN 10137-2:1995 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.MHNODBlech und Breitflachstahl aus Baustählen mit höherer Streckgrenze im vergüteten oder im ausscheidungsgehärteten Zustand - Teil 2: Lieferbedingungen für vergütete StähleTôles et larges plats en aciers de construction a haute limite d'élasticité a l'état trempé et revenu ou durci par précipitation - Partie 2: Conditions de livraison des aciers a l'état trempé et revenuPlates and wide flats made of high yield strength structural steels in the quenched and tempered or precipiation hardened conditions -
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