ONORM 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Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
View Superseded by
COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
01-08-2019
12-01-2013
1 Scope
2 Normative references
3 Definitions
4 Symbols
5 Information to be supplied by the purchaser
6 Tolerances
7 Measurement of size and shape
8 Dimensions and sectional properties
Annex
A (normative) Formulae for calculation of section properties
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 |
TC 021
|
DocumentType |
Standard
|
PublisherName |
Osterreichisches Normungsinstitut/Austrian Standards
|
Status |
Withdrawn
|
SupersededBy |
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 |
EN 10219-2:2006 | Identical |
EN 10219-2:2019 | Identical |
NF EN 10219-2 : 2006 | Identical |
UNI EN 10219-2 : 2006 | Identical |
I.S. EN 10219-2:2006 | Identical |
SN EN 10219-2 : 2006 | Identical |
UNE-EN 10219-2:2007 | Identical |
ONORM EN 1993-1-4 : 2015 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
ONORM EN 1090-2 : 2012 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
ONORM EN 1065 : 2013 | ADJUSTABLE TELESCOPIC STEEL PROPS - PRODUCT SPECIFICATIONS, DESIGN AND ASSESSMENT BY CALCULATION AND TESTS |
EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
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