Eurokod, bro
- +Ämnesområden
- +Byggnadsmaterial och byggnader (24)
- +Byggnadsindustrin (11)
- Fysisk planering. Stadsplanering (0)
- +Byggnader (1)
- +Byggnadsdelar (1)
- +Eurokoder (6)
- Eurokod 0 och 1, Grundläggande dimensioneringsregler och laster (0)
- Eurokod 2, Betongkonstruktioner (0)
- Eurokod 3, Stålkonstruktioner (1)
- Eurokod 4, Samverkanskonstruktioner i stål & betong (0)
- Eurokod 5, Träkonstruktioner (0)
- Eurokod 6, Murverkskonstruktioner (0)
- Eurokod 7, Geokonstruktioner (0)
- Eurokod 8, Jordbävningsresistenta konstruktioner (0)
- Eurokod 9, Aluminiumkonstruktioner (5)
- ISO-standarder för bärverksdimensionering (0)
- Eurokod, grund (2)
- Eurokod, bro (3)
- Eurokod, brand (1)
- Eurokod, övrigt (2)
- +Byggnadsstommar (10)
- Utomhuskonstruktioner (0)
- +Byggnadsmaterial (7)
- +Skydd av och i byggnader (0)
- +Bygginstallationer (2)
- +Belysning (0)
- Invändiga ytskikt (0)
- Byggförnödenheter (0)
- Konstruktionsteknik (0)
- Anläggningsmaskiner (0)
(1) EN 1993-1-1 gives basic design rules for steel structures using all steel grades from S235 up to and including S700 unless otherwise stated in individual clauses. (2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter “B” after the paragraph number, thus ( )B.
EN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys (see Clause 5 and Annex C). This document does not cover the following, unless otherwise explicitly stated in this document: - members with material thickness less than 0,6 mm; - welded members with material thickness less than 1,5 mm; - connections with: - steel bolts and pins with diameter less than 5 mm; - aluminium bolts and pins with diameter less than 8 mm; - rivets and thread forming screws with diameter less than 3,9 mm.
1.1 Scope of EN 1999-1-3 (1) This document gives the basis for the design of aluminium alloy structures subject to fatigue in the ultimate limit state. (2) This document gives rules for: - safe life design; - damage tolerant design; - design assisted by testing. (3) This document does not cover pressurized containment vessels or pipework. 1.2 Assumptions (1) The general assumptions of EN 1990 apply. (2) The provisions of EN 1999-1-1 apply. (3) EN 1999-1-3 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), relevant parts in EN 1992 to EN 1999, EN 1090-1 and EN 1090-3 for requirements for execution, and ENs, EADs and ETAs for construction products relevant to aluminium structures.