Thin-walled structural hollow section joints
Author(s): |
R. Puthli
Andreas Lipp Thomas Ummenhofer J. Wardenier |
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Medium: | journal article |
Language(s): | English |
Published in: | Steel Construction, February 2013, n. 1, v. 6 |
Page(s): | 34-38 |
DOI: | 10.1002/stco.201300008 |
Abstract: |
Several national design standards allow the use of hollow sections with minimum nominal wall thicknesses down to 1.5 mm. However, the international standards that will be used in the future, based on the work of the International Institute of Welding (IIW-XV-E), still prescribe a minimum thickness of 2.5 mm. This paper presents the background to the IIW-XV-E higher thickness limit and presents strong arguments for extending the scope of these international standards to include structural hollow sections with wall thicknesses down to 1.5 mm. |
Keywords: |
thin walled hollow sections CHS RHS cold-formed thickness limits
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10067384 - Published on:
29/03/2013 - Last updated on:
13/08/2014