UNI 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Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by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 - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
06-13-2019
01-01-2006
PREMESSA
1 SCOPO E CAMPO DI APPLICAZIONE
2 RIFERIMENTI NORMATIVI
3 TERMINI E DEFINIZIONI
4 SIMBOLI
5 INFORMAZIONI CHE DEVONO ESSERE OTTENUTE DA PARTE DEL
FABBRICANTE
6 TOLLERANZE
7 MISURAZIONE DELLE DIMENSIONI E DELLA FORMA
7.1 Generalità
7.2 Dimensioni esterne
7.3 Spessore
7.4 Tolleranza di circolarità (ovalizzazione)
7.5 Concavità e convessità
7.6 Ortogonalità delle facce
7.7 Profilo di raccordo degli spigoli esterni
7.8 Svergolatura
7.9 Rettilineità
8 DIMENSIONI E CARATTERISTICHE DEL PROFILO
APPENDICE A (informativa) - TOLLERANZE SUPPLEMENTARI
PER I TUBI PER PALI
APPENDICE B (normativa) - FORMULE PER IL CALCOLO DELLE
CARATTERISTICHE DEL PROFILO
APPENDICE C (normativa) - CARATTERISTICHE DEL PROFILO PER
UNA GAMMA LIMITATA DI DIMENSIONI UNIFICATE
BIBLIOGRAFIA
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 2500 mm; Square: Outside dimensions up to 500 mm x 500 mm; Rectangular: Outside dimensions up to 500 mm x 300 mm.
DevelopmentNote |
Replaces UNI 7811, UNI 7812 and UNI 7813 (06/2001)
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DocumentType |
Standard
|
PublisherName |
Ente Nazionale Italiano di Unificazione (UNI)
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Status |
Superseded
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SupersededBy | |
Supersedes |
Standards | Relationship |
ONORM EN 10219-2 : 2006 | Identical |
SN EN 10219-2 : 2006 | Identical |
I.S. EN 10219-2:2006 | Identical |
UNE-EN 10219-2:2007 | Identical |
EN 10219-2:2006 | Identical |
EN 10219-2:2019 | Identical |
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 |
NF EN 10219-2 : 2006 | Identical |
UNI/TR 11370 : 2010 | ROAD SAFETY DEVICES FOR MOTORCYCLIST - PERFORMANCE CLASSES, TEST METHODS AND ACCEPTANCE CRITERIA |
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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