In general, a structure is subject to various types of direct or indirect action:
By direct action we mean, for example, the frame's own weight, wind, snow, earthquakes, impacts, etc. ... ;
Indirect actions affecting the structure are temperature variations, support settlements, fire, etc.
These actions, or more precisely their effects, must be taken into account in the frame sizing process. Most often, a distinction is made between the effects of permanent loads and the effects of variable loads – i.e. loads that vary in time and space (figure 1).
You do not have access to this resource.
Exclusive to subscribers. 97% yet to be discovered!
BOISSONNADE (N.), FLEISCHER (O.), FRANSSEN (J.M.), JASPART (J.P.), MAQUOI (R.), WEYNAND (K.) - Design of Tubular Steel Structures – Training and Education for the Implementation of Eurocode 3. - CIDECT, Comité International pour le Développement et l'Étude de la Construction Tubulaire (2008).
You do not have access to this resource.
Exclusive to subscribers. 97% yet to be discovered!
This offer includes interactive articles. Their quizzes highlight the key information to remember and validate their acquisition: from reader to player, you can enrich your knowledge.
You can easily identify them thanks to this pictogram: