Source: http://eurocodes.org.ua/index.php?id=eurocode3
Timestamp: 2018-02-24 00:33:07
Document Index: 333462073

Matched Legal Cases: ['art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 3', 'art 3', 'art 4', 'art 4', 'art 4', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 2', 'art 2', 'art 3', 'art 3', 'art 3', 'art 1', 'art 3', 'art 3', 'art 1', 'art 4', 'art 4', 'art 4', 'art 4', 'art 4', 'art 4', 'art 5', 'art 5', 'art 6', 'art 6']

Eurocode 3 | EuroCodes, All Eurocodes for students and future engineers =)
Steel structures - Eurocode 3 Part 1-1: General rules and rules for buildings
Eurocode 3-1-1 gives basic design rules for steel structures with material thicknesses t > 3 mm. It also gives supplementary provisions for structural design of steel buildings.
Steel structures - Eurocode 3 Part 1-2: General rules - Structural fire design
This Part 1.2 of Eurocode 3 deals with the design of steel structures for the accidental situation of fire exposure and is intended to be used in conjunction with Eurocode 3-1-1 and EN 1991-2-2. This Part 1.2 only identifies differences from, or supplements to, normal temperature design.
Steel structures - Eurocode 3 Part 1-3: General rules - Supplementary rules for cold formed thin gauge members and sheeting
This part 1.3 of Eurocode 3 deals with the design of steel structures comprising cold formed thin gauge members and sheeting. It is intended to be used for design of buildings and civil engineering works in conjunction with Eurocode 3-1-1.
This Part 1.4 of Eurocode 3 gives supplementary provisions for the design of buildings and civil engineering works that extend the application of ENV 1993-1-1 and Eurocode 3-1-3 to austenitic and austenitic-ferritic stainless steels.
Steel structures - Eurocode 3 Part 1-5: General rules - Supplementary rules for planar plated structures without transverse loading
This Part 1-5 of Eurocode 3 gives supplementary provisions for the design of plated structures, with or without stiffeners, for use in conjunction with Eurocode 3-1-1 and other parts of Eurocode 3 that refer to it. Methods are given for determining the effects of plate buckling and shear lag in I-section plate girders and box girders.
Steel structures - Eurocode 3 Part 1-6: General rules - Supplementary rules for the shell structures
This Part 1.6 of Eurocode 3 applies to the structural design of plated steel structures that have the form of a shell of revolution. It is intended for use in conjunction with Eurocode 3-1-1, Eurocode 3-1-3, Eurocode 3-1-4 and the relevant application parts of Eurocode 3, which include: - Part 3.1 for towers and masts; - Part 3.2 for chimneys; - Part 4.1 for silos; - Part 4.2 for tanks; - Part 4.3 for pipelines.
Steel structures - Eurocode 3 Part 1-7: General rules - Supplementary rules for planar plated structural elements with out of plane loading
Part 1-7 of Eurocode 3 provides principles and application rules for the structural design of unstiffened and stiffened plates which are loaded by out of plane actions. It is to be used in conjunction with Eurocode 3-1-1 and the relevant application standards.
Steel structures - Eurocode 3 Part 1-8: Design of joints
This part of Eurocode 3 gives design methods for the design of joints subject to predominantly static loading using steel grades S235, S275, S355 and S460.
Steel structures - Eurocode 3 Part 1-9: Fatigue
Eurocode 3-1-9 gives methods for assessment of fatigue resistance of members, connections and joints subjected to fatigue loading.
Steel structures - Eurocode 3 Part 1-10: Material toughness and through-thickness properties
Eurocode 3-1-10 contains design guidance for the selection of steel for fracture toughness and for through thickness properties of welded elements where there is a significant risk of lamellar tearing during fabrication.
Steel structures - Eurocode 3 Part 1-11: Design of structures with tension components
Steel structures - Eurocode 3 Part 1-12: Supplementary rules for high strength steels
Steel structures - Eurocode 3 Part 2: Steel bridges
This Part 2 of Eurocode 3 gives a general basis for the structural design of steel bridges, steel parts of composite bridges and also steel temporary works in bridges. It gives provisions that supplement, modify or supersede the equivalent provisions given in Eurocode 3-1-1, to which reference shall also be made.
Steel structures - Eurocode 3 Part 3-1: Towers, masts and chimneys - Towers and masts
This Part 3.1 of Eurocode 3 applies to the design of lattice towers and guyed masts. Provisions for the shafts of self-supporting and guyed cylindrical towers are given in Part 3.2 of Eurocode 3. Provisions for the guys of guyed structures are given in this Part. The provisions in this Part either supplement or modify those given in Part 1.
Steel structures - Eurocode 3 Part 3-2: Towers, masts and chimneys - Chimneys
This Part 3.2 of Eurocode 3 applies to the structural design of vertical steel chimneys of circular or conical section. It covers chimneys that are cantilevered, supported at intermediate levels or guyed. The provisions in this Part either supplement or modify those given in Part 1.
Steel structures - Eurocode 3 Part 4-1: Silos, tanks and pipelines - Silos
Part 4-1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported. This part is concerned only with the requirements for resistance and stability of steel silos.
Steel structures - Eurocode 3 Part 4-2: Silos, tanks and pipelines - Tanks
Part 4.2 of Eurocode 3 provides principles and application rules for the structural design of vertical cylindrical above ground steel tanks for the storage of liquid products with the following characteristics: a) characteristic internal pressures not les than -100 mbar and not more than 500 mbar; b) design metal temperature in the range of -196°C to +300 °C; c) maximum design liquid level not higher than the top of the cylindrical shell.
Steel structures - Eurocode 3 Part 4-3: Silos, tanks and pipelines - Pipelines
Part 4.3 of Eurocode 3 provides principles and application rules for the structural design of cylindrical steel pipelines for the transport of liquids or gases or mixtures of liquids and gases at ambient temperatures, that are not treated by other European standards covering particular applications
Steel structures - Eurocode 3 Part 5: Piling
This Part 5 of Eurocode 3 provides principles and application rules for the structural design of bearing piles and sheet piles made of steel. It also provides detailing for foundation and retaining wall structures.
Steel structures - Eurocode 3 Part 6: Crane supporting structures
Part 6 of Eurocode 3 provides principles and application rules for the structural design of crane runway beams and other crane supporting structures, including columns and other members made of steel.