BS EN 10219 - 2:2006 CCold formed welded structural hollow sections of non-alloy and fine grain steels — Part 2: Tolerances, dimensions and sectional properties
BS EN 10219 - 2:2006 CCold formed welded structural hollow sections of non-alloy and fine grain steels — Part 2: Tolerances, dimensions and sectional properties
http://forum.civilea.com/Thread-bs-e...56163#pid56163
Author: ECISS/TC 10 | Size: 0.4 MB | Format: PDF | Publisher: CEN | Year: 2006 | pages: 40
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.
http://ifile.it/nf8uepw
http://www.filesonic.com/file/134113...219-2-2006.pdf
http://www.4shared.com/document/iPIs...19-2-2006.html
