By ECCS - European Convention for Constructional Steelwork, Associacao Portuguesa de
The publication is worried with layout of cold-formed metal constructions in construction in response to the Eurocode three package deal, really on EN 1993-1-3.
It includes the necessities of theoretical historical past and layout ideas for cold-formed metal sections and sheeting, participants and connections for construction functions.
Elaborated examples and layout functions - greater than two hundred pages - are integrated within the respective chapters with a view to offer a greater figuring out to the reader.
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Additional info for Design of cold-formed steel structures. : Eurocode 3 : design of steel structures. Part 1-3, Design of cold-formed steel structures
Consequently, galvanised strip can be passed through the rolls and requires no further treatment. Steel profiles are typically hot dip galvanised with 275 gram of zinc per square meter (Zn 275), corresponding to a zinc thickness of 20 μm on each side. The galvanising layer is sufficient to protect the steel profiles against corrosion during the entire life of a building, if constructed in the correct manner. The most severe effects of corrosion on the steel occur during transport and outdoors storage.
Brake pressing is normally used for low volume production where a variety of shapes are required and the roll forming costs cannot be justified. 11 – Industrial brake press 1. 3 Some peculiar characteristics of cold-formed steel sections Compared to hot-rolled steel sections, the manufacturing technology of cold-formed steel sections induces some peculiar characteristics. First of all, cold-forming leads to a modification of the stress-strain curve of the steel. With respect to the virgin material, cold-rolling provides an increase of the yield strength and, sometimes, of the ultimate strength that is important in the corners and still appreciable in the flanges, while press braking leave these characteristics nearly unchanged in the flanges.
G. cold-forming effect and residual stresses – are different to those of hotrolled ones, different buckling curves should be justified (Dubina, 1996). 3 PECULIAR PROBLEMS OF COLD-FORMED STEEL DESIGN for the sake of simplicity of the design process, the same buckling curves as for hot formed sections are still used (CEN, 2005a and CEN, 2006a). 3 PECULIAR PROBLEMS OF COLD-FORMED STEEL DESIGN The use of thin-walled sections and cold-forming manufacturing effects can results in special design problems not normally encountered when tick hot-rolled sections are used.