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Civil Engineering Association eBooks Codes, Manual & Handbook EN EN 10210 -1 and 2 :2006 Hot finished structural hollow sections of non-alloy and fine

EN 10210 -1 and 2 :2006 Hot finished structural hollow sections of non-alloy and fine
 ir_71

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#1
10-24-2010, 10:32 AM
EN 10210 -1 and 2 :2006 Hot finished structural hollow sections of non-alloy and fine grain steels

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EN 10210-1:2006 Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
This part of this European Standard specifies technical delivery conditions for hot finished hollow sections of circular, square, rectangular or elliptical forms and applies to hollow sections formed hot, with or without subsequent heat treatment, or formed cold with subsequent heat treatment to obtain equivalent metallurgical conditions to those obtained in the hot formed product.
Requirements for tolerances, dimensions and sectional properties are contained in EN 10210-2.
NOTE A range of material grades is specified in this standard and the user should select the grade appropriate to the intended use and service conditions. The grades and mechanical properties of the finished hollow sections are compatible with those in EN 10025-2 and EN 10025-3.

EN 10210-2:2006 Hot finished structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties
This part of EN 10210 specifies 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
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 A.
Dimensions and sectional properties for a limited range of sizes are given in Annex B.
Technical delivery conditions are specified in EN 10210-1.
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.



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#2
10-05-2012, 07:16 AM
reposted bec. all links are dead
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#3
11-19-2013, 06:06 AM
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