ONORM EN 10210-2 : 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Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
View Superseded by
HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
15-06-2019
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 sectional
properties
Describes tolerances for hot finished circular, square, rectangular and elliptical structural hollow sections, manufactured in wall thicknesses up to 120 mm, in the following size ranges: Circular: Outside diameters up to 2 500 mm; Square: Outside dimensions up to 800 mm x 800 mm; Rectangular: Outside dimensions up to 750 mm x 500 mm; Elliptical: Outside dimensions up to 500 mm x 250 mm.
| Committee |
TC 021
|
| DocumentType |
Standard
|
| PublisherName |
Osterreichisches Normungsinstitut/Austrian Standards
|
| Status |
Withdrawn
|
| SupersededBy |
| Standards | Relationship |
| NS EN 10210-2 : 2006 AC 2007 | Identical |
| NF EN 10210-2 : 2006 | Identical |
| BS EN 10210-2:2006 | Identical |
| I.S. EN 10210-2:2006 | Identical |
| UNE-EN 10210-2:2007 | Identical |
| NEN EN 10210-2 : 2006 C1 2007 | Identical |
| SN EN 10210-2 : 2006 CORR 2007 | Identical |
| NBN EN 10210-2 : 2006 COR 2007 | Identical |
| UNI EN 10210-2 : 2006 | Identical |
| EN 10210-2:2019 | Identical |
| DIN EN 10210-2:2016-02 (Draft) | Identical |
| 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 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
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