BS EN 10219-2:2006
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
Cold formed welded structural hollow sections of non-alloy and fine grain steels Tolerances, dimensions and sectional properties
Hardcopy , PDF
16-05-2019
English
30-04-2018
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.
Committee |
ISE/103
|
DevelopmentNote |
Supersedes BS 6363(1983) and 92/46923 DC. (07/2005) Supersedes 03/103471 DC. (05/2006)
|
DocumentType |
Standard
|
Pages |
40
|
PublisherName |
British Standards Institution
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
This part of EN10219 specifies tolerances for cold formed welded circular, square and rectangular structural hollow sections, manufactured in wall thicknesses up to 40mm, in the following size ranges: Circular: Outside diameters up to 2500mm Square: Outside dimensions up to 500mm x 500mm Rectangular: Outside dimensions up to 500mm x 300mm The formulae for calculating sectional properties of sections manufactured to the dimensional tolerances of this standard, to be used for the purposes of structural design, are given in AnnexB. Dimensions and sectional properties for a limited range of sizes are given in AnnexC. Technical delivery conditions are specified in EN10219‑1 . NOTE The designation of the sections\' major axis (yy) and its minor axis (zz) align with the axis designation used for structural design in the structural Eurocodes.
Standards | Relationship |
NS EN 10219-2 : 2ED 2006 | Identical |
NBN 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 |
NEN EN 10219-2 : 2006 | Identical |
I.S. EN 10219-2:2006 | Identical |
ONORM EN 10219-2 : 2006 | Identical |
SN EN 10219-2 : 2006 | Identical |
BS 1722-1:2006 | Fences Specification for chain link fences |
BS 1722-14:2017 | Fences Specification for open mesh steel panel |
BS 1722-14:2006 | Fences Specification for open mesh steel panel fences |
BS 1722-12:2016 | Fences Steel palisade fences. Manufacturing and installation. Specification |
BS 1722-12:2006 | Fences Specification for steel palisade fences |
BS 1722-8:2006 | Fences Specification for mild steel (low carbon steel) continuous bar fences and hurdles |
16/30325063 DC : 0 | BS 1722-12 - FENCES - PART 12: STEEL PALISADE FENCES - MANUFACTURING AND INSTALLATION - SPECIFICATION |
02/703583 DC : DRAFT FEB 2002 | BS 7668 - WELDABLE STRUCTURAL STEELS - HOT FINISHED STRUCTURAL HOLLOW SECTIONS IN WEATHER RESISTANT STEELS |
BS 5950-5:1998 | Structural use of steelwork in building Code of practice for design of cold formed thin gauge sections |
BS 6180:1999 | Barriers in and about buildings. Code of practice |
BS 6180:2011 | Barriers in and about buildings. Code of practice |
BS 5950-2:2001 | STRUCTURAL USE OF STEELWORK IN BUILDING - PART 2: SPECIFICATION FOR MATERIALS, FABRICATION AND ERECTION - ROLLED AND WELDED SECTIONS |
BS 4074:2000 | Specification for steel trench struts |
BS 4008:2006 | Specification for cattle grids |
06/30139515 DC : DRAFT MAY 2006 | BS 1722-14 - FENCES - PART 14: SPECIFICATION FOR OPEN MESH STEEL PANEL FENCES |
06/30139509 DC : DRAFT MAY 2006 | BS 1722-10 - FENCES - PART 10: SPECIFICATION FOR ANTI-INTRUDER FENCES IN CHAIN LINK AND WELDED MESH |
EEMUA 105 : 2014 | FACTORY STAIRWAYS, LADDERS AND HANDRAILS (INCLUDING ACCESS PLATFORMS AND RAMPS) |
10/30212801 DC : 0 | BS 6180 - BARRIERS IN AND ABOUT BUILDINGS - CODE OF PRACTICE |
09/30093195 DC : 0 | BS 6349-2 - MARITIME WORKS - PART 2: CODE OF PRACTICE FOR THE DESIGN OF QUAY WALLS, JETTIES AND DOLPHINS |
09/30168197 DC : 0 | BS 8102 - CODE OF PRACTICE FOR PROTECTION OF STRUCTURES FROM WATER FROM THE GROUND |
17/30341308 DC : DRAFT JUNE 2017 | BS 1722-14 - FENCES - PART 14: SPECIFICATION FOR OPEN MESH STEEL PANEL |
BS 1722-10:2006 | Fences Specification for anti-intruder fences in chain link and welded mesh |
BS 1722-2:2006 | Fences Specification for strained wire and wire mesh netting fences |
BS 6349-2:2010 | Maritime works Code of practice for the design of quay walls, jetties and dolphins |
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 |
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.