EN10219

Cold formed welded

structural hollow

sections of non-alloy

and fine grain steels —

Part 2: Tolerances, dimensions and

sectional properties

The European Standard EN 10219-2:2006 has the status of a

British Standard

ICS 77.140.75

 

BS EN 10219-2:2006

This British Standard was

published under the authority

of the Standards Policy and

Strategy Committee

on 31 May 2006

© BSI 2006

ISBN 0 580 48464 5

National foreword

This British Standard is the official English language version of

EN 10219-2:2006. It supersedes BS EN 10219-2:1997 which is withdrawn.

The UK participation in its preparation was entrusted to Technical Committee

ISE/12, Structural steel, which has the responsibility to:

A list of organizations represented on this committee can be obtained on

request to its secretary.

Cross-references

The British Standards which implement international or European

publications referred to in this document may be found in the BSI Catalogue

under the section entitled “International Standards Correspondence Index”, or

by using the “Search” facility of the BSI Electronic Catalogue or of British

Standards Online.

This publication does not purport to include all the necessary provisions of a

contract. Users are responsible for its correct application.

Compliance with a British Standard does not of itself confer immunity

from legal obligations.

— aid enquirers to understand the text;

— present to the responsible international/European committee any

enquiries on the interpretation, or proposals for change, and keep UK

interests informed;

— monitor related international and European developments and

promulgate them in the UK.

Summary of pages

This document comprises a front cover, an inside front cover, the EN title page,

pages 2 to 36, an inside back cover and a back cover.

The BSI copyright notice displayed in this document indicates when the

document was last issued.

Amendments issued since publication

Amd. No. Date Comments

 

EUROPEAN STANDARD

NORME EUROPÉENNE

EUROPÄISCHE NORM

EN 10219-2

April 2006

ICS 77.140.75 Supersedes EN 10219-2:1997

English Version

Cold formed welded structural hollow sections of non-alloy and

fine grain steels - Part 2: Tolerances, dimensions and sectional

properties

Profils creux pour la construction soudés, formés à froid en

aciers non alliés et à grains fins - Partie 2 : Tolérances,

dimensions et caractéristiques de profil

Kaltgefertigte geschweißte Hohlprofile für den Stahlbau aus

unlegierten Baustählen und aus Feinkornbaustählen - Teil

2: Grenzabmaße, Maße und statische Werte

This European Standard was approved by CEN on 16 March 2006.

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, Romania,

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

© 2006 CEN All rights of exploitation in any form and by any means reserved

worldwide for CEN national Members.

Ref. No. EN 10219-2:2006: E

 

EN 10219-2:2006 (E)

2

Contents

Foreword ..........................................................................................................................................................3

1 Scope ...................................................................................................................................................4

2 Normative references .........................................................................................................................4

3 Terms and definitions.........................................................................................................................4

4 Symbols...............................................................................................................................................4

5 Information to be obtained by the manufacturer..............................................................................5

6 Tolerances...........................................................................................................................................5

7 Measurement of size and shape ........................................................................................................8

7.1 General ................................................................................................................................................8

7.2 Outside dimensions............................................................................................................................8

7.3 Thickness ............................................................................................................................................8

7.4 Out-of-roundness................................................................................................................................9

7.5 Concavity and convexity ....................................................................................................................9

7.6 Squareness of sides .........................................................................................................................10

7.7 External corner profile......................................................................................................................11

7.8 Twist...................................................................................................................................................11

7.9 Straightness ......................................................................................................................................12

8 Dimensions and sectional properties..............................................................................................12

Annex A (informative) Additional tolerances for piling tube.....................................................................14

A.1 General ..............................................................................................................................................14

A.2 Out of roundness tolerance .............................................................................................................14

A.3 Accidental eccentricity tolerance ....................................................................................................15

A.4 Dimple tolerance ...............................................................................................................................17

Annex B (normative) Formulae for the calculation of sectional properties .............................................20

B.1 General ..............................................................................................................................................20

B.2 Circular hollow sections...................................................................................................................20

B.3 Rectangular, or square, hollow sections.........................................................................................21

Annex C (normative) Sectional properties for a limited range of standard sizes ....................................24

Bibliography...................................................................................................................................................36