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Norm

ÖNORM EN 10219-2

Issue date: 2006 09 01

Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties

This part of EN 10219 specifies tolerances for cold formed welded circular, square and rectangular structural hollow sections, manufactured in wall thicknesses up to 40 m...
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Withdrawn : 2019 08 01
Publisher:
Austrian Standards International
Format:
Digital | 35 Pages
Language:
German | English | Download GER/ENG
Optionally co-design standards:
This part of EN 10219 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 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 Annex B. Dimensions and sectional properties for a limited range of sizes are given in Annex C. Technical delivery conditions are specified in EN 10219-1. 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.
ÖNORM EN 10219-2
2019 08 01
Cold formed welded steel structural hollow sections - Part 2: Tolerances, dimensions and sectional p...
Norm
ÖNORM EN 10219-2
2006 09 01
Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerance...
Norm
ÖNORM EN 10219-2
1997 10 01
Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerance...
Norm
Norm
ÖNORM EN 10219-1
Issue date : 2006 09 01
Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
Norm
ÖNORM EN 10219-2
Issue date : 2019 08 01
Cold formed welded steel structural hollow sections - Part 2: Tolerances, dimensions and sectional properties