I.S. EN 10219-2:2006
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
Hardcopy , PDF
30-11-2019
English
01-01-2006
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Dates of withdrawal of national standards are available from NSAI.
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Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 Information to be obtained by the manufacturer
6 Tolerances
7 Measurement of size and shape
7.1 General
7.2 Outside dimensions
7.3 Thickness
7.4 Out-of-roundness
7.5 Concavity and convexity
7.6 Squareness of sides
7.7 External corner profile
7.8 Twist
7.9 Straightness
8 Dimensions and sectional properties
Annex A (informative) Additional tolerances for piling tube
A.1 General
A.2 Out of roundness tolerance
A.3 Accidental eccentricity tolerance
A.4 Dimple tolerance
Annex B (normative) Formulae for the calculation of
sectional properties
B.1 General
B.2 Circular hollow sections
B.3 Rectangular, or square, hollow sections
Annex C (normative) Sectional properties for a limited range
of standard sizes
Bibliography
Specifies tolerances for cold formed welded circular, square and rectangular structural hollow sections, manufactured in wall thicknesses up to 40 mm, in the following size ranges: Circular: Outside diameters up to 2 500 mm; Square: Outside dimensions up to 500 mm x 500 mm; Rectangular: Outside dimensions up to 500 mm x 300 mm.
| DocumentType |
Standard
|
| Pages |
38
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Withdrawn
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| BS EN 10219-2:2006 | Identical |
| NS EN 10219-2 : 2ED 2006 | Identical |
| NBN EN 10219-2 : 2006 | Identical |
| NEN EN 10219-2 : 2006 | Identical |
| ONORM EN 10219-2 : 2006 | Identical |
| SN EN 10219-2 : 2006 | Identical |
| UNE-EN 10219-2:2007 | Identical |
| UNI EN 10219-2 : 2006 | Identical |
| EN 10219-2:2006 | Identical |
| NF EN 10219-2 : 2006 | Identical |
| ENV 1993-1-6 : DRAFT 1999 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: GENERAL RULES - SUPPLEMENTARY RULES FOR THE SHELL STRUCTURES |
| EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
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