B.4.2Flamedeflectionbywind34 B.5Characteristicsoffireandflames”………··………“………35 B.5.1Noforceddraught35 B.5.2Forceddraught38 B.6Overallconfigurationfactors.……川………川………山…··”··…山………·川…山……“...41 AnnexC(informative)Localize...
• Relevant norms: – EN 1990 (Basis of design) – EN 1993-1-1 (General rules for steel) – EN 1993-1-3 (Cold-formed) • Only guidance is given, limit values (deflection, etc) must be agreed with the client • For cold-formed: – Fictitious moment of inertia is proposed –...
Deflection calculations are also presented in a number of design recommendations [1], [9], [12], [14], [16]. It should be noted that Eurocode 3: Part 1.1 Annex N [16], [17] has been drafted to present design principles and application rules for steel beams with large web openings....