Overview
FrançaisABSTRACT
Industrial structures are made of different components whose role is to ensure the resistance and the stability of these buildings under the effect of the acting actions which are, mainly, dead loads and climatic actions.
The objective of the paper is to explain how these actions are transmitted from the envelope to the foundations through the various constitutive elements which are, in particular, the roofing and the cladding, then the purlins, the cladding rails, the portal frames and the different bracing systems.
In order to be able to solve specific design requirements, alternative solutions are proposed, their respective advantages and disadvantages being examined.
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Read the articleAUTHOR
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Jean-Pierre MUZEAU: University Professor - Scientific Director, Centre des Hautes Études de la Construction (CHEC) - Honorary Professor at Polytech Clermont (formerly CUST)
INTRODUCTION
A steel structure such as an industrial building is made up of a set of steel elements assembled together by welding or bolting. In terms of mechanical behavior, it must be capable of withstanding the actions to which it is likely to be subjected and for which it is designed, i.e., in all cases :
permanent loads: its own weight and that of all the elements it must support;
climatic actions: wind, snow, temperature ;
accidental actions: fire, earthquakes, shocks, etc;
but also, for some of them, operating loads such as overhead crane actions, if any.
First, the terminology specific to this type of construction is provided.
Next, the way in which climatic loads act on the structure is explained.
Finally, the path of forces through the structure is described in detail, to help you understand the static equilibrium of all its constituent elements: what actions are applied to each of them, and to which other elements does it transmit them?
This document is divided into two sections. The first, which is the subject of this text, concerns so-called "secondary" elements. These include the building envelope (cladding and roofing), cladding rails, purlins, ridge purlin and gable posts. The second deals with the main load-bearing elements: porticos, gable structures, wind beams, purlins, stability bearings, column feet and foundations.
As a design is rarely unique, alternative solutions are proposed if they exist, analyzing the advantages and disadvantages of each.
Although relatively simple, this type of structure provides a good understanding of the general operation of steel frames and, above all, the role of each of their constituent parts. Indeed, most of the explanations provided in this article are applicable to many structures of much more complex or different types.
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KEYWORDS
steel | snow loads | purlins | industrial structures | climatic actions | envelope | cladding rail | gable post | roofing | bracing system
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The superstructure of the building
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Bibliography
Standards and norms
- Eurocode 3 – Design of steel structures. Part 1-1: General rules and rules for buildings - NF EN 1993-1-1 AFNOR - Octobre 2005
- Eurocode 3 – Structural steel design – National Annex to NF EN 1993-1-1:2005. Part 1-1: General rules and rules for buildings - NF EN 1993-1-1/NA AFNOR - Août 2013
- Eurocode 3 : Calcul des structures en acier. Partie 1-8 : Calcul des assemblages - NF EN 1993-1-8 AFNOR - Décembre...
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