Design of cold-formed steel structures. : Eurocode 3 : by ECCS - European Convention for Constructional Steelwork,

By ECCS - European Convention for Constructional Steelwork, Associacao Portuguesa de

The e-book is anxious with layout of cold-formed metal buildings in construction according to the Eurocode three package deal, quite on EN 1993-1-3.
It includes the necessities of theoretical history and layout principles for cold-formed metal sections and sheeting, contributors and connections for development functions.
Elaborated examples and layout purposes - greater than two hundred pages - are incorporated within the respective chapters with a purpose to supply a greater realizing to the reader.

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Extra info for Design of cold-formed steel structures. : Eurocode 3 : design of steel structures. Part 1-3, Design of cold-formed steel structures

Example text

_____ 30 In what concerns the building envelopes they should be energypositive, adaptable, affordable, environmental, healthy, intelligent and durable. The envelope is essential in ensuring the comfort and energy savings of the system taken as a whole and has to provide as much as possible a uniform “wrapping” of the steel structure in order to avoid and/or control thermal bridging. Ungureanu et al (2011) present a practical application of integration of environmental impact into design of buildings, by means of a case-study.

INTRODUCTION TO COLD-FORMED STEEL DESIGN experimental program in Europe in the 1960’s (Sfintesco, 1970). These curves are based on the well-known Ayrton-Perry formula, in which the imperfection factor α was correspondingly calibrated (Rondal & Maquoi, 1979). 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).

32) There are a number of manufacturers of lattice girder and truss systems using cold-formed steel sections like SADEF, METSEC, LINDAB, HAMBRO and others. 32 – Wall Stud Modular System (WSMS) for small and medium size building facilities using trusses for roof structure and resistance against horizontal actions:a) structural concept; b) framing structure; c) building completed (Dubina et al, 2001a) 1. e. those without beams and which rely partly on “stress skin” action). 34 – Cylindrical self-bearing sheeting structure (Rannila System) Storage racking Storage racking systems for use in warehouses and industrial buildings are made from cold-formed steel perforated sections.

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