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Eurocode 1: Actions on structuresCorresponding BS to be withdrawnBS EN 1991-1-1: 2002 Actions on structures. Densities, self-weight, imposed loads forbuildingsBS 6399-1, BS 6399-3, BS 648BS EN 1991-1-2: 2002 Actions on structures. Actions on structures exposed to fireBS EN 1991-1-3: 2003 Actions on structures. Snow loadsBS 6399-3BS EN 1991-1-4: 2005 Actions on structures.
Wind actionsBS 6399-2, BS 5400-2BS EN 1991-1-5: 2003 Actions on structures. Thermal actionsNote: Some sectionsof EN 1991-1-5 relating to bridges correspond to BS5400-2BS EN 1991-1-6: 2005 Actions on structures. Actions during executionBS EN 1991-1-7: 2006 Actions on structures. Accidental actionsMinimal guidance in BS 6399-1. Some sections of EN1991-1-7 correspond with BS 6399-1, BS 5268-1, BS 5628-1, BS5950-1, BS 8110-1 and 2 and BS 5400-3BS EN 1991-2: 2003 Actions on structures. Traffic loadson bridgesBS 5400-2BS EN 1991-3: 2006 Actions on structures. Actions inducedby cranes and machinesBS EN 1991-4: 2006 Actions on structures.
Silos andtanks. Eurocode 2: Design of concrete structuresCorresponding BS to be withdrawnBS EN 1992-1-1: 2004 Design of concrete structures.General rules and rules for buildingsBS 8110-1, BS 8110-2, BS 8110-3BS EN 1992-1-2: 2004 Design of concrete structures.General rules. Structural fire designBS 8110-1, BS 8110-2BS EN 1992-2: 2005 Design of concrete structures.Concrete bridges. Design and detailing rulesBS 5400-4, BS 5400-7, BS 5400-8BS EN 1992-3: 2006 Design of concrete structures. Liquidretaining and containing structuresBS 8007. Eurocode 3: Design of steel structuresCorresponding BS to be withdrawnBS EN 1993-1-1: 2005 Design of Steel structures. Generalrules and rules for buildingsBS 5950-1, BS 5400-3BS EN 1993-1-2: 2005 Design of steel structures.
Structural fire designBS 5950-8BS EN 1993-1-3: 2006 Design of steel structures. Supplementary rules for cold-formed members andsheetingBS 5950-5, BS 5950-6, BS 5950-9BS EN 1993-1-4: 2006 Design of steel structures. Supplementary rules for stainless steelsBS EN 1993-1-5: 2006 Design of steel structures. Platedstructural elementsBS 5950-1, BS 5400-3BS EN 1993-1-6: 2007 Design of steel structures. General.Strength and stability of shell structuresBS EN 1993-1-7: 2007 Design of steel structures. Platedstructures subject to out of plane loadingBS EN 1993-1-8: 2005 Design of steel structures. Designof jointsBS 5950-1 BS 4604-1, BS 4604-2, BS 5400-3BS EN 1993-1-9: 2005 Design of steel structures.FatigueBS 5950-1, BS 5400-10BS EN 1993-1-10: 2005 Design of steel structures.Material toughness and through-thickness propertiesBS 5950-1, BS 5400-3BS EN 1993-1-11: 2006 Design of steel structures.
Designof structures with tension componentsBS EN 1993-1-12: 2007 Design of steel structures.Additional rules for the extension of EN 1993 to steelgrades S700BS 5950-1BS EN 1993-2: 2006 Design of steel structures. SteelbridgesBS 5400-3BS EN 1993-3-1: 2007 Design of steel structures.
Eurocodes boost growth across Europe and beyond. They are the Europe-wide standards for all aspects of the structural design and development of buildings. Eurocodes are 'designed by engineers for engineers' and they break down technical barriers to trade across Europe and beyond.
Towers,masts and chimneys. Towers and mastsBS 8100-1, BS 8100-2, BS 8100-3, BS 8100-4BS EN 1993-3-2: 2008 Design of steel structures. Towers,masts and chimneys. ChimneysBS 4076BS EN 1993-4-1: 2007 Design of steel structures. Silos,tanks and pipelines. SilosBS EN 1993-4-2: 2007 Design of steel structures.
Silos,tanks and pipelines. TanksBS EN 1993-4-3: 2007 Design of steel structures. Silos,tanks and pipelines. PipelinesBS EN 1993-5: 2007 Design of steel structures.PilingBS 5950-1BS EN 1993-6: 2007 Design of steel structures. Cranesupporting structuresBS 5950-1, BS 2853. Eurocode 6: Design of masonry structuresCorresponding BS to be withdrawnBS EN 1996-1-1: 2005 Design of masonry structures.General rules for reinforced and unreinforced masonrystructuresBS 5628-1, BS 5628-2BS EN 1996-1-2: 2005 Design of masonry structures.Structural fire designBS 5628-3BS EN 1996-2: 2006 Design of masonry structures. Designconsiderations, selection of materials and execution ofmasonryBS 5628-3BS EN 1996-3: 2006 Design of masonry structures.Simplified calculation methods for unreinforced masonrystructures.
Eurocode 8: Design of structures for earthquakeresistanceCorresponding BS to be withdrawnBS EN 1998-1: 2004 Design of structures for earthquakeresistance. General rules. Seismic actions forbuildingsBS EN 1998-2: 2005+Amendment 1: 2009 Design of structuresfor earthquake resistance.
BridgesBS EN 1998-3: 2005 Design of structures for earthquakeresistance. Assessment and retrofitting of buildingsBS EN 1998-4: 2006 Design of structures for earthquakeresistance. Silos tanks and pipelinesBS EN 1998-5: 2004 Design of structures for earthquakeresistance. Foundations, retaining structures andgeotechnical aspectsBS EN 1998-6: 2005 Design of structures for earthquakeresistance. Towers masts and chimneys.
Eurocode 9: Design of aluminium structuresCorresponding BS to be withdrawn 1BS EN 1999-1-1: 2007 Design of aluminium structures.General rulesBS 8118-1, BS 8118-2BS EN 1999-1-2: 2007 Design of aluminium structures.General. Structural fire designBS EN 1999-1-3: 2007 Design of aluminium structures.Additional rules for structures susceptible tofatigueBS 8118-1BS EN 1999-1-4: 2007 Design of aluminium structures.Supplementary rules for trapezoidal sheetingBS EN 1999-1-5: 2007 Design of aluminium structures.Supplementary rules for shell structuresBS 8118-1Additional Information. Note 1: Many of these standards are not directly, or are notcurrently referenced in Section 1: Structure. Some may not be applicableto Section 1 Structure such as, BS 5400 for bridges, or are applicableto other parts of the technical handbooks.
The Eurocodes is a common set of technical rules for the design of building and civil engineering works produced for European Union (EU) member states. Every member states will adopt and translate the base Eurocodes unchanged into their national language and published as, e.g., for UK it would be BS EN 199X-Y-Y. Local differences within each member states will be taken care of through their respective National Annexe (NA), i.e. UK NA to BS EN 199X.You can look at the following websites for more information about Eurocodes. The Structural Eurocodes consist of 10 standards in 58 parts.
This book is the structural engineer’s ‘companion volume’ to the four Eurocodes on the structural use of timber, concrete, masonry and steelwork. For the student at higher technician or first degree level it provides a single source of information on the behaviour and practical design of the main elements of the building structure.
With plenty of worked examples and diagrams, it is a useful textbook not only for students of structural and civil engineering but also for those on courses in related subjects such as architecture, building and surveying whose studies include the design of structural elements. As taken from book cover.
“Decoding Eurocode 7″ provides a detailed examination of Eurocode 7 Parts 1 and 2 and an overview of the associated European and International standards. Information scattered around the Eurocodes is collected into summary tables and diagrams.
Extensive, fully annotated worked examples demonstrate how to apply Eurocode 7 to practical design situations. Flow diagrams explain how reliability is introduced into design and mind maps gather related information in a coherent framework.The coverage includes: the Structural Eurocodes; Basis of structural design and general rules for geotechnical design; Ground investigation, testing, and characterization; Verification of strength, stability, and serviceability; Design of slopes and embankments, footings, gravity walls, embedded walls, piles, and anchorages; Execution of geotechnical works; and, Geotechnical reports.
The ground is one of the most highly variable of engineering materials. It is therefore not surprising that geotechnical designs depend on local site conditions and local engineering experience. Engineering practices, relating to investigation and design methods site understanding and to safety levels acceptable to society, will therefore vary between different regions.The challenge in geotechnical engineering is to make use of worldwide geotechnical experience, established over many years, to aid in the development and harmonization of geotechnical design codes. Given the significant uncertainties involved, empiricism and engineering.
Implementation and evolution of Eurocode 7 are also covered.