BSI CODES BROCHURE

Basis of structural designAction on structuresDesign of concrete structuresDesign of steel structuresDesign on composite steel and concrete structuresDesign of timber structuresDesign of masonry structuresGeotechnical designDesign of structures for earthquake resistanceDesign of aluminium structuresBritish Standards replaced by Eurocodes

http://shop.bsigroup.com/Eurocodes

2010

EurocodesAn essential guide to thestructural Eurocodes

raising standards worldwide™

Structural Design EurocodesThe Eurocodes are seen as leading the way in structural codes. Their flexibility enablesadoption and use not only within Europe, but internationally. This feature has beenrecognized by several countries outside Europe and they are already committed toadopting Eurocodes.The primary objectives of the Eurocodes are to: • Provide common design criteria and methods of meeting necessary requirements for mechanical resistance, stability and resistance to fire, including aspects of durability and economy

• Provide a common understanding regarding the design of structures between owners, operators and users,designers, contractors and manufacturers of construction products

• Facilitate the marketing and use of structural components and kits in EU Members States • Facilitate the marketing and use of materials and constituent products, the properties of which enter into design calculations

• Be a common basis for research and development, in the construction industry • Allow the preparation of common design aids and software • Increase the competitiveness of the European civil engineering firms, contractors, designers and product manufacturers in their global activities.

The Eurocodes comprehensively cover all principal construction materials. They are structured and located in this brochure as follows:

Contents

Base EurocodeBasis of structural design Page 3

Eurocode 1 SeriesAction on structures Page 3

Eurocode 2 SeriesDesign of concrete structures Page 6

Eurocode 3 SeriesDesign of steel structures Page 7

Eurocode 4 SeriesDesign on composite steel andconcrete structures Page 11

Eurocode 5 SeriesDesign of timber structures Page 12

Eurocode 6 SeriesDesign of masonry structures Page 13

Eurocode 7 SeriesGeotechnical design Page 14

Eurocode 8 SeriesDesign of structures forearthquake resistance Page 15

Eurocode 9 SeriesDesign of aluminium structures Page 16

British Standards replaced by Eurocodes Page 18

2Standards and publications may also be ordered via the BSI shop at http://shop.bsigroup.com *P&P £5.95 UK (inclusive of VAT); £9.95 Rest ofthe World (+VAT if applicable) – one-off charge added to your order of 10 items or fewer. FREE P&P to BSI Subscribing Members. Pre-payment isrequired by non-Members. VAT is applicable to all purchases of PDF downloads, CDs, DVDs, other electronic products and Conferences andTraining Courses. All prices, content and publishing dates may be subject to change. For details of BSI Membership, call +44 (0)20 8996 9001.

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BS EN 1990:2002 Eurocode. Basis of structural designBS EN 1990 describes the principles and requirements for safety, serviceability and durability of structures, the basis fortheir design and verification and gives guidelines for relatedaspects of structural reliability. It is based on the limit stateconcept used in conjunction with a partial factor method.

ESSENTIAL DOCUMENT• A4 Loose-leaf/PDF • 118 pages • Published by BSI

• ISBN 0 580 40186 3 • BSI order ref BS EN 1990:2002

Price £196*, Member Price £98

UK National Annex to BS EN 1990:2002 • A4 Loose-leaf/PDF • 10 pages • Published by BSI

• ISBN 0 580 44890 8 • BSI order ref NA to BS EN 1990:2002


Basis of structural design is the lead document in the Eurocode suite. It describes the principles and requirements forsafety, serviceability and durability. It also provides the basis and general principles for the structural design and verificationof buildings and civil engineering works (including geotechnical aspects). It is the first operational 'material-independent'design code. BS EN 1990:2002 should be used in conjunction with all the other Eurocodes (BS EN 1991 to BS EN 1999)for design.

Base EurocodeBasis of structural design

*P&P £5.95 UK (inclusive of VAT); £9.95 Rest of the World (+VAT if applicable) – one-off charge added to your order of 10 items or fewer.FREE P&P to BSI Subscribing Members. Pre-payment is required by non-Members. VAT is applicable to all purchases of PDF downloads, CDs,DVDs, other electronic products and Conferences and Training Courses. All prices, content and publishing dates may be subject to change.

For details of BSI Membership, call +44 (0)20 8996 9001.

Eurocode 1 SeriesActions on structures

BS EN 1991-1-1:2002 Eurocode 1. Actions on structures.General actions. Densities, self-weight, imposed loadsfor buildings

BS EN 1991-1-1 gives design guidance and actions for thestructural design of buildings and civil engineering worksincluding some geotechnical aspects for the following subjects:

• Densities of construction materials and stored materials • Self-weight of construction works • Imposed loads for buildings.

• A4 Loose-leaf/PDF • 50 pages • Published by BSI

• ISBN 0 580 43575 X • BSI order ref BS EN 1991-1-1:2002


UK National Annex to BS EN 1991-1-1:2002• A4 Loose-leaf/PDF • 16 pages • Published by BSI

• ISBN 0 580 47335 X • BSI order ref NA to BS EN 1991-1-1:2002


Eurocode 1 Actions on structures provides information on all actions that should normally be considered in the design ofbuildings and civil engineering works. It is in four main parts. The first part is divided into seven sub-parts which cover densities,self-weight and imposed loads; actions due to fire; snow; wind; thermal actions; loads during execution and accidental actions.The remaining three parts cover traffic loads on bridges, actions by cranes and machinery and actions in silos and tanks.

UK National Annex to BS EN 1991-1-2:2002 • A4 Loose-leaf/PDF • 10 pages • Published by BSI

• ISBN 978 0 580 50603 1 • BSI order ref NA to BS EN 1991-1-2:2002


BS EN 1991-1-2:2002 Eurocode 1. Actions on structures.Actions on structures exposed to fire

The methods given in this part of BS EN 1991 are applicable to buildings, with a fire load related to the building and its occupancy. BS EN 1991-1-2 also deals with thermal and mechanical actions on structures exposed to fire, and thermal actions related to nominal and physicallybased thermal actions.


• ISBN 0 580 40831 0 • BSI order ref BS EN 1991-1-2:2002


The full set of Eurocodes, UK National Annexes and related documents cost over £6000. BSOL offers access to all Eurocodes and related documents foronly £1950 for BSI members and £2950 for non-members.• Tender for European projects• Get new contracts• Use the Eurocodes

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BS EN 1991-1-3:2003 Eurocode 1. Actions on structures.General actions. Snow loads

BS EN 1991-1-3 provides guidance for the calculation of:• Snow loads on roofs which occur in calm or windy conditions • Loads imposed by snow sliding down a pitched roof on to

snow guards and other obstacles • Loads due to snow overhanging the cantilevered edge

of a roof • Snow loads on bridges.

This standard applies to new buildings and structures and tosignificant alterations to existing buildings and structures.





• ISBN 0 580 47334 1 • BSI order ref NA to BS EN 1991-1-3:2003





BS EN 1991-1-4:2005 Eurocode 1. Actions on structures.General actions. Wind actions

BS EN 1991-1-4 gives design guidance and actions for thestructural design of buildings and civil engineering works forwind. This includes the whole structure or parts of the structureor elements attached to the structure, e. g. components, claddingunits and their fixings, safety and noise barriers. This part isintended to predict characteristic wind actions on land-basedstructures, their components and appendages.




BS EN 1991-1-5:2003 Eurocode 1. Actions on structures.General actions. Thermal actions

BS EN 1991-1-5 gives design guidance for thermal actions arising from climatic and operational conditions on buildings and civil engineering works.










BS EN 1991-1-6:2005 Eurocode 1. Actions on structures.General actions. Actions during execution

BS EN 1991-1-6 describes principles and application rules for thedetermination of actions to be considered during execution ofbuildings and civil engineering works.


• ISBN 0 580 46784 8 • BSI order ref BS EN 1991-1-6



4Standards and publications may also be ordered via the BSI shop at http://shop.bsigroup.com *P&P £5.95 UK (inclusive of VAT); £9.95 Rest ofthe World (+VAT if applicable) – one-off charge added to your order of 10 items or fewer. FREE P&P to BSI Subscribing Members. Pre-payment isrequired by non-Members. VAT is applicable to all purchases of PDF downloads, CDs, DVDs, other electronic products and Conferences andTraining Courses. All prices, content and publishing dates may be subject to change. For details of BSI Membership, call +44 (0)20 8996 9001.


PD 6688-1-2 Background paper to the UK NationalAnnex to BS EN 1991-1-2• A4 Loose-leaf/PDF • 22 pages • Published by BSI

• ISBN 978 80 50604 8 • BSI order ref PD 6688-1-2


FREE DOWNLOADBSI Structural EurocodesCompanion

This essential guide contains articles fromleading academics and professionals to helpyou gain an understanding of the nature ofthe new codes. It will ease your integrationinto the new approach.

Download your free copy at http://shop.bsigroup.com/bip2159




UK National Annex to BS EN 1991-2:2003• A4 Loose-leaf/PDF • 52 pages • Published by BSI

• ISBN 0 580 63216 7 • BSI order ref NA to BS EN 1991-2:2003


BS EN 1991-1-7:2006 Eurocode 1. Actions on structures.General actions. Accidental actions

BS EN 1991-1-7 describes principles and application rules forthe assessment of accidental actions on buildings and bridges.The following actions are included:

• Impact forces from vehicles, rail traffic, ships and helicopters • Actions due to internal explosions • Actions due to local failure from an unspecified cause.




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BS EN 1991-2:2003 Eurocode 1. Actions on structures.Traffic loads on bridges

BS EN 1991-2 defines models of traffic loads for the design ofroad bridges, footbridges and railway bridges. For the design ofnew bridges, BS EN 1991 is intended to be used for directapplication, together with Eurocodes BS EN 1990 to BS EN 1999.


• ISBN 0 580 42879 6 • BSI order ref BS EN 1991-2:2003


PD 6688-1-7:2009 Recommendations for the design ofstructures to BS EN 1991-1-7• A4 Loose-leaf/PDF • 20 pages • Published by BSI




*P&P £5.95 UK (inclusive of VAT); £9.95 Rest of the World (+VAT if applicable) – one-off charge added to your order of 10 items or fewer.FREE P&P to BSI Subscribing Members. Pre-payment is required by non-Members. VAT is applicable to all purchases of PDF downloads, CDs,DVDs, other electronic products and Conferences and Training Courses. All prices,content and publishing dates may be subject to change.






BS EN 1991-3:2006 Eurocode 1. Actions on structures.Actions induced by cranes and machines

BS EN 1991-3 gives design guidance and actions for thestructural design of buildings and civil engineering works,including the following aspects:

• Actions induced by cranes • Actions induced by machinery.




PD 6688-1-4:2009 Background information to the NationalAnnex to BS EN 1991-1-4 and additional guidance• A4 Loose-leaf/PDF • 60 pages • Published by BSI



BS EN 1991-4:2006 Eurocode 1. Actions on structures.Silos and tanks

BS EN 1991-4 gives design guidance for the assessment ofactions for the structural design of silos and tanks. It alsoincludes some provisions for actions on silo and tank structuresthat are not only associated with the stored solids or liquids –e.g. the effects of thermal differentials, aspects of the differentialsettlements of batteries of silos.


• ISBN 0 580 48260 X • BSI order ref BS EN 1991-4:2006


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Eurocode 2 Design of concrete structures is concerned with the requirements for resistance, serviceability, durability andfire resistance of concrete structures. It applies to the design of buildings and civil engineering works in plain, reinforced andprestressed concrete.

BS EN 1992-1-1:2004 Eurocode 2. Design of concretestructures. General rules and rules for buildings

BS EN 1992-1-1:2004 gives a general basis for the design ofstructures in plain, reinforced and prestressed concrete madewith normal and light weight aggregates together with specificrules for buildings.





• ISBN 0 580 47244 2 • BSI order ref NA For BS EN 1992-1-1:2004


BS EN 1992-1-2:2004 Eurocode 2. Design of concretestructures. General rules. Structural fire design

BS EN 1992-1-2 deals with the design of concrete structures forthe accidental situation of fire exposure and is intended to beused in conjunction with BS EN 1992-1-1 and BS EN 1991-1-2.

BS EN 1992-1-2 identifies differences from, or supplements to,normal temperature design, and with passive methods of fireprotection.







PD 6687:2006 Background paper to the UK NationalAnnexes to BS EN 1992-1• A4 Loose-leaf/PDF • 34 pages • Published by BSI

• ISBN 0 580 47942 0 • BSI order ref PD 6687:2006


UK National Annex to BS EN 1992-3:2006• A4 Loose-leaf/PDF • 8 Pages • Published by BSI

• ISBN 978 0 580 53548 2 • BSI order ref NA to BS EN 1992-3:2006





BS EN 1992-2:2005 Eurocode 2. Design of concretestructures. Concrete bridges. Design and detailing rules

BS EN 1992-2 describes the principles and requirements forsafety, serviceability and durability of concrete structures,together with specific provisions for bridges. It is based on thelimit state concept used in conjunction with a partial factormethod.




BS EN 1992-3:2006 Eurocode 2. Design of concretestructures. Liquid retaining and containing structures

BS EN 1992-3 covers additional rules to those in Part 1for the design of structures constructed from plain or lightlyreinforced concrete, reinforced concrete or prestressed concretethat contain liquids or granular solids.

Principles and application rules are given in this part for thedesign of those elements of structure which directly support thestored liquids or materials.




BS EN 13670:2009 Execution of concrete structuresBS EN 13670 gives common requirements for execution of concrete structures, it applies to both in-situ works and construction using prefabricated concrete elements.

• A4 Loose-leaf/PDF • 76 pages

• Published by BSI • ISBN 0 580 67067 1

• BSI order ref BS EN 13670:2009


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PD 6687-2:2008 Recommendations for the design ofstructures to BS EN 1992-2:2005• A4 Loose-leaf/PDF • 36 pages • Published by BSI

• ISBN 0 580 58681 1 • BSI order ref PD 6687-2:2008


Standards and publications may also be ordered via the BSI shop at http://shop.bsigroup.com *P&P £5.95 UK (inclusive of VAT); £9.95 Rest ofthe World (+VAT if applicable) – one-off charge added to your order of 10 items or fewer. FREE P&P to BSI Subscribing Members. Pre-payment isrequired by non-Members. VAT is applicable to all purchases of PDF downloads, CDs, DVDs, other electronic products and Conferences andTraining Courses. All prices, content and publishing dates may be subject to change. For details of BSI Membership, call +44 (0)20 8996 9001.


Eurocode 2 SeriesDesign of concrete structures

Eurocode 3 SeriesDesign of steel structures

7*P&P £5.95 UK (inclusive of VAT); £9.95 Rest of the World (+VAT if applicable) – one-off charge added to your order of 10 items or fewer.FREE P&P to BSI Subscribing Members. Pre-payment is required by non-Members. VAT is applicable to all purchases of PDF downloads, CDs,DVDs, other electronic products and Conferences and Training Courses. All prices, content and publishing dates may be subject to change.



BS EN 1993-1-1:2005 Eurocode 3 Design of steelstructures. General rules and rules for buildings

BS EN 1993-1-1 gives basic design rules for steel structures with material thicknesses of 3mm. It also gives supplementaryprovisions for the structural design of steel buildings.




Eurocode 3 Design of streel structures has a much wider scope than most of the other design Eurocodes due to thediversity of steel structures, the need to cover both bolted and welded joints, and the possible slenderness of construction.

The real differences when compared to existing British standards lie in bringing new methods into the scope. Forexample, the design of semi-rigid joints in buildings is explained, and more advanced methods of design for cold-formedsteelwork are included. The rules for shell and for the design of piles, sheet piling and silos are new, and rules forstainless steel appear for the first time.




BS EN 1993-1-2:2005 Eurocode 3. Design of steelstructures. General rules. Structural fire design

BS EN 1993-1-2 describes the principles, requirements and rules for the structural design of steel buildings exposed to fire, including the following aspects:

• Design of steel structures for accidental exposure to fire • Passive methods of fire protection • Applies to steel structures that are required to fulfil this load

bearing function, avoiding premature collapse due to fire • Gives principles and application rules for designing structures

for specified requirements in respect of the load bearingfunction and the levels of performance.













BS EN 1993-1-3:2006 Eurocode 3. Design of steelstructures. General rules. Supplementary rules forcold-formed members and sheeting

BS EN 1993-1-3 gives design requirements for cold-formed thingauge members and sheeting. It applies to cold-formed steelproducts made from coated or uncoated thin gauge hotor cold rolled sheet or strip, that have been cold-formed bysuch processes as cold-rolled forming or press-braking.

BS EN 1993-1-3 may also be used for the design of profiledsteel sheeting for composite steel and concrete slabs at theconstruction stage – see BS EN 1994.




BS EN 1993-1-4:2006 Eurocode 3. Design of steelstructures. General rules. Supplementary rules forstainless steels

BS EN 1993-1-4 gives supplementary provisions for the design of buildings and civil engineering works that extend and modifythe application of BS EN 1993-1-1, BS EN 1993-1-3, BS EN 1993-1-5 and BS EN 1993-1-8 to austenitic, austenitic-ferritic and ferritic stainless steels.





BS EN 1993-1-5:2006 Eurocode 3. Design of steelstructures. Plated structural elements

BS EN 1993-1-5 gives design requirements of stiffened andunstiffened plates which are subject to inplane forces. Effects due to shear lag, in-plane load introduction and plate bucklingfor I-section girders and box girders are covered. Also coveredare plated structural components subject to in-plane loads as in tanks and silos. The effects of out-of-plane loading are outside the scope of this document.




BS EN 1993-1-9:2005 Eurocode 3. Design of steelstructures. Fatigue

BS EN 1993-1-9 gives methods for the assessment of fatigueresistance of members, connections and joints subjected tofatigue loading.

The assessment methods given in this part are applicable to all grades of structural steels, stainless steels and unprotectedweathering steels except where noted otherwise in the detailcategory tables. This part only applies to materials whichconform to the toughness requirements of BS EN 1993-1-10.




BS EN 1993-1-6:2007 Eurocode 3. Design of steelstructures. Strength and stability of shell structures

BS EN 1993-1-6 gives basic design rules for plated steelstructures that have the form of a shell of revolution. It definesthe characteristic and design values of the resistance of thestructure and is concerned with the requirements for designagainst the ultimate limit states of plastic limit; cyclic plasticity;buckling and fatigue.




A National Annex is not currently planned for BS EN 1993-1-6:2007.See national foreword for further details.

BS EN 1993-1-7:2007 Eurocode 3. Design of steelstructures. Plated structures subject to out of planeloading

BS EN 1993-1-7 provides basic design rules for the structuraldesign of unstiffened and stiffened plates which form part ofplated structures such as silos, tanks or containers that areloaded by out of plane actions.




BS EN 1993-1-8:2005 Eurocode 3. Design of steelstructures. Design of joints

BS EN 1993-1-8 gives design methods for the design of jointssubject to predominantly static loading using steel grades S235,S275, S355 and S460.




A National Annex is not currently planned for BS EN 1993-1-7:2007. See national foreword for further details.

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PD 6695-1-9:2008 Recommendations for the design ofstructures to BS EN 1993-1-9• A4 Loose-leaf/PDF • 26 pages • Published by BSI

• ISBN 0 580 57643 0 • BSI order ref PD 6695-1-9:2008














9*P&P £5.95 UK (inclusive of VAT); £9.95 Rest of the World (+VAT if applicable) – one-off charge added to your order of 10 items or fewer.FREE P&P to BSI Subscribing Members. Pre-payment is required by non-Members. VAT is applicable to all purchases of PDF downloads, CDs,DVDs, other electronic products and Conferences and Training Courses. All prices, content and publishing dates may be subject to change.



BS EN 1993-1-10:2005 Eurocode 3. Design of steelstructures. Material toughness and through-thicknessproperties

BS EN 1993-1-10 contains design guidance for the selection ofsteel for fracture toughness and for through thickness propertiesof welded elements where there is a significant risk of lamellartearing during fabrication.




BS EN 1993-1-11:2006 Eurocode 3. Design of steelstructures. Design of structures with tension components

BS EN 1993-1-11 gives design rules for structures with tensioncomponents made of steel, which, due to their connections withthe structure, are adjustable and replaceable.

BS EN 1993-1-11 also gives rules for determining the technicalrequirements for prefabricated tension components for assessingtheir safety, serviceability and durability.







PD 6695-1-10:2009 Recommendations for the designof structures to BS EN 1993-1-10• A4 Loose-leaf/PDF • 16 pages • Published by BSI






BS EN 1993-2:2006 Eurocode 3. Design of steelstructures. Steel bridges

BS EN 1993-2 describes the principles and application rules for the safety and serviceability and durability of steel bridges. It gives design rules that are supplementary to the generic rules in EN 1993-1-1 and is intended to be used with Eurocodes BS EN 1990, BS EN 1991 and part 2 of BS EN 1992 to BS EN 1998 when steel structures or steel components forbridges are referred to.







BS EN 1993-3-1:2006 Eurocode 3. Design of steel structures. Towers, masts and chimneys. Towers and masts

BS EN 1993-3-1 applies to the structural design of lattice towersand guyed masts and to the structural design of this type ofstructures supporting prismatic, cylindrical or other bluffelements. The provisions in BS EN 1993-3-1 supplement thosegiven in BS EN 1993-1.



• BSI order ref BS EN 1993-3-1:2006


BS EN 1993-1-12:2007 Eurocode 3. Design of steelstructures. Additional rules for the extension of EN 1993up to steel grades S 700

BS EN 1993-1-12 specifies rules that can be used in conjunctionwith all parts of the Eurocode 3 series to enable structures to bedesigned with steel grades greater than S460 up to S700.

• 12 pages • Published by BSI • ISBN 0 580 50670 3







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BS EN 1993-3-2:2006 Eurocode 3. Design of steelstructures. Towers, masts and chimneys. Chimneys

BS EN 1993-3-2 applies to the structural design of vertical steelchimneys of circular or conical section. It covers chimneys thatare cantilevered, supported at intermediate levels or guyed. The provisions in BS EN 1993-3-2 supplement those given in BS EN 1993-1-1.

BS EN 1993-3-2 is concerned only with the requirement forresistance (strength, stability and fatigue) of steel chimneys.




BS EN 1090-1:2009 Execution of steel structures andaluminium structures. Requirements for conformityassessment of structural components

BS EN 1090-1 specifies requirements for conformity assessmentof performance characteristics for structural steel and aluminiumcomponents as well as for kits placed on the market asconstruction products.


• ISBN 0 580 54786 7

• BSI order ref BS EN 13670:2009


BS EN 1090-2:2008 Execution of steel structures andaluminium structures. Technical requirements for theexecution of steel structures

BS EN 1090-2 specifies requirements for execution of steelstructures, to ensure adequate levels of mechanical resistanceand stability, serviceability and durability. This standard specifiesrequirements for execution of steel structures in particular thosethat are designed according to all parts of BS EN 1993 and thesteel parts of composite steel and concrete structures designedaccording to all parts of BS EN 1994.

• A4 Loose-leaf/PDF • 208 pages • ISBN 0 580 55315 8


PD 6695-2:2008 Recommendations for the design ofbridges to BS EN 1993• A4 Loose-leaf/PDF • 94 pages • Published by BSI



BS EN 1993-4-1:2007 Eurocode 3. Design of steelstructures. Silos

BS EN 1993-4-1 provides principles and application rules for thestructural design of steel silos of circular or rectangular plan-form, being free standing or supported.





BS EN 1993-4-2:2007 Eurocode 3. Design of steelstructures. Tanks

BS EN 1993-4-2 provides principles and application rules for thestructural design of vertical cylindrical above ground steel tanks forthe storage of liquid products with the following characteristics:

• Internal pressures above liquid level not less than 100mbarand not more than 500mbar

• Design metal temperature in the range of -50 ºC to +300 ºC.For tanks constructed using austenitic stainless steels, thedesign metal temperature may be in the range of -165 ºC to+300 ºC. for fatigue loaded tanks, the temperature should belimited to T < 150 ºC

• Maximum design liquid level not higher than the top of thecylindrical shell.


• ISBN 978 0 580 50672 7 • BSI order ref BS EN 1993-4-2:2007


A National Annex document is not required for BS EN 1993-4-2:2007.See national foreword for further details.



No National Annex planned.

BS EN 1993-4-3:2007 Eurocode 3. Design of steelstructures. Pipelines

BS EN 1993-4-3 provides principles and application rules for thestructural design of cylindrical steel pipelines for the transport ofliquids or gases or mixtures of liquids and gases at ambienttemperatures, which are not treated by other European standardscovering particular applications.









BS EN 1993-5:2007 Eurocode 3. Design of steelstructures. Piling

BS EN 1993-5 provides principles and application rules for thestructural design of bearing piles and sheet piles made of steelas well as examples of detailing for foundation and retainingwall structures.




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BS EN 1993-6:2007 Eurocode 3. Design of steelstructures. Crane supporting structures

BS EN 1993-6 gives design rules for the structural design ofrunway beams and other crane supporting structures. It coversoverhead crane runway inside buildings and outdoor cranerunways, including runways for: a) Overhead travelling cranes, either:

• supported on top of the runway beams• underslung below the runway beams

b) Monorail hoist blocks.


• ISBN 978 0 580 53283 2 • BSI order ref BS EN 1993-6:2007





Eurocode 4 Series Design of composite steel and concrete structures

Eurocode 4 Design of composite steel and concrete structures applies to the design of composite structures andmembers for buildings and civil engineering works. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that is given in BS EN 1990:2002.

BS EN 1994-1-1:2004 Eurocode 4. Design of compositesteel and concrete structures. General rules and rulesfor buildings

BS EN 1994-1-1 describes the principles and requirements for safety, serviceability and durability of composite steel and concrete structures, together with specific provisions for buildings. It is based on the limit state concept used inconjunction with a partial factor method.







BS EN 1994-1-2:2005 Eurocode 4. Design of compositesteel and concrete structures. General rules. Structuralfire design

BS EN 1994-1-2 describes the principles, requirements and rulesfor the structural design of buildings exposed to fire, includingthe following aspects:• Safety requirements • Design procedures • Design aids.

Please note this part only identifies differences from, orsupplements to, normal temperature design.







Eurocode 5 SeriesDesign of timber structures

Eurocode 4 Series Design of composite steel and concrete structures

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BS EN 1994-2:2005 Eurocode 4. Design of composite steeland concrete structures. General rules and rules for bridges

BS EN 1994-2 describes the principles and requirements forsafety, serviceability and durability of composite steel andconcrete structures, together with specific provisions for bridges.It is based on the limit state concept used in conjunction with apartial factor method.




PD 6696-2:2007 Background paper to BS EN 1994-2and the UK National Annex to BS EN 1994-2. Eurocode4. Design of composite steel and concrete structures.General rules and rules for bridges

• A4 Loose-leaf/PDF • 14 Pages • Published by BSI






Eurocode 5 Design of timber structures applies to the design of buildings and civil engineering works in timber (solidtimber, sawn, planed or in pole form, glued laminated timber or wood-based structural products) or wood-based panelsjointed together with adhesives or mechanical fasteners. It covers the requirements for mechanical resistance, serviceability,durability and fire resistance of timber structures.

BS EN 1995-1-1:2004 Eurocode 5. Design of timberstructures. Common rules and rules for buildings

BS EN 1995-1-1 applies to the design of buildings and civilengineering works in timber (solid timber, sawn, planed or inpole form, glued laminated timber or wood-based structuralproducts, e.g. LVL) or wood-based panels jointed together withadhesives or mechanical fasteners.




UK National Annex to BS EN 1995-1-1:2004+Amendment1:2008• A4 Loose-leaf/PDF • 12 pages • Published by BSI

• ISBN 0 580 65038 3 • BSI order ref NA For BS EN 1995-1-1:2004


BS EN 1995-1-2:2004 Eurocode 5. Design of timberstructures. General. Structural fire design

BS EN 1995-1-2 applies to the design of buildings and civilengineering works in timber (solid timber, sawn, planed or inpole form, glued laminated timber or wood-based structuralproducts e.g. LVL) or wood-based panels jointed together withadhesives or mechanical fasteners.









The full set of Eurocodes, UK National Annexes and related documents cost over £6000. BSOL offers access to all Eurocodes and related documents foronly £1950 for BSI members and £2950 for non-members.• Tender for European projects• Get new contracts• Use the Eurocodes

Find out more and get a demo http://shop.bsigroup.com/bsol

NEW EUROCODES MANAGED COLLECTION

13

Eurocode 5 SeriesDesign of timber structures

BS EN 1995-2:2004 Eurocode 5. Design of timberstructures. Bridges

BS EN 1995-2 gives general design rules for the structural partsof bridges, i.e. structural members of importance for the reliabilityof the whole bridge or major parts of it, made of timber or otherwood-based materials, either singly or compositely with concrete,steel or other materials.




UK National Annex to BS EN 1995-2:2004 • A4 Loose-leaf/PDF • 10 pages • Published by BSI






Eurocode 6 SeriesDesign of masonry structures

Eurocode 6 Design of masonry structures relates to buildings and other civil engineering works, and coversreinforced, prestressed and confined masonry. The four parts cover the rules for reinforced and unreinforced masonry,structural fire design and detailed rules for lateral loading. They code deals with specific aspects of passive fireprotection in terms of designing structures and parts for adequate load bearing resistance that could be needed forsafe evacuation of occupants and fire rescue and for limiting fire spread.

This Eurocode also applies to the design of buildings and civil engineering works, or parts in unreinforced, reinforced,prestressed and confined masonry. It outlines the requirements for resistance, serviceability and durability of structures.

BS EN 1996-1-1:2005 Eurocode 6. Design of masonrystructures. General rules for reinforced andunreinforced masonry structures

BS EN 1996-1-1 deals with unreinforced masonry and reinforcedmasonry where the reinforcement is added to provide ductility,strength or improve serviceability. The principles of the design of prestressed masonry and confined masonry are given, butapplication rules are not provided.







BS EN 1996-1-2:2005 Eurocode 6. Design of masonrystructures. General rules. Structural fire design

BS EN 1996-1-2 deals with the design of masonry structures forthe accidental situation of fire exposure and is intended to beused in conjunction with other relevant Eurocodes. This part onlyidentifies differences from, or supplements to, normaltemperature design.







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Eurocode 7 SeriesGeotechnical design

Eurocode 6 SeriesDesign of masonry structures

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BS EN 1996-2:2006 Eurocode 6. Design of masonrystructures. Design considerations, selection of materialsand execution of masonry

BS EN 1996-2 gives basic rules for the selection of materials andexecution of masonry to comply with the design assumptions ofthe other parts of Eurocode 6. With a few exceptions thisstandard deals with the ordinary aspects of masonry design and execution including:• The selection of masonry materials • Factors affecting the performance and durability of masonry • Resistance of buildings to moisture penetration • Storage, preparation and use of materials on site • The execution of masonry • Masonry protection during execution.


• ISBN 0 580 47822 X • BSI order ref BS EN 1996-2:2006





BS EN 1996-3:2006 Eurocode 6. Design of masonrystructures. Simplified calculation methods and simplerules for masonry structures

BS EN 1996-3 provides simplified calculation methods tofacilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:• Walls subjected to vertical loading and wind loading • Walls subjected to concentrated loads • Shear walls • Basement walls subjected to lateral earth pressure and

vertical loads • Walls subjected to lateral loads but not subjected to

vertical loads.







BS EN 1997-1:2004 Geotechnical design. General rulesBS EN 1997 applies to the geotechnical aspects of the design of buildings and civil engineering works. It is concerned with the requirements for strength, stability, serviceability anddurability of structures.

It covers the following topics: • Basis of geotechnical design • Geotechnical data • Supervision of construction, monitoring and maintenance • Fill, dewatering, ground improvement and reinforcement • Spread foundations • Pile foundations • Anchorages • Retaining structures.




BS EN 1997-2:2007 Eurocode 7. Geotechnical design.Ground investigation and testing

BS EN 1997-2 gives guidance for the planning and interpretationof geotechnical laboratory and field tests that are used for thesupport of geotechnical design of buildings and civil engineeringworks.

BS EN 1997-2 covers the following topics:• Planning of ground investigations • Soil and rock sampling and groundwater measurements • Field tests in soil and rock • Laboratory tests on soil and rock.




Eurocode 7 Geotechnical design is applicable to the geotechnical aspects of the design of buildings and civilengineering works. It is concerned with the requirements for strength, stability, serviceability and durability of structures.








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Eurocode 8 SeriesDesign of structures for earthquake resistance

Eurocode 8 Design of structures applies to the design and construction of buildings and civil engineering works inseismic regions. Its purpose is to ensure that in the event of earthquakes:• Human lives are protected• Damage is limited• Structures important to civil protection remain operational.

It is unlikely that BS EN 1998 needs to be used in the UK, except for special structures – e.g. nuclear structures, longspan bridges and tall buildings.

BS EN 1998-1:2004 Eurocode 8. Design of structures forearthquake resistance. General rules, seismic actionsand rules for buildings

BS EN 1998-1 applies to the design of buildings and civilengineering works in seismic regions.

BS EN 1998-1 deals with: • Basic performance requirements and compliance criteria

applicable to buildings and civil engineering works in seismic regions

• Rules for the representation of seismic actions and for theircombination with other actions

• Fundamental requirements and other relevant aspects of design and safety relatedto base isolation of structures and specifically to base isolation of buildings

• General design rules relevant specifically to buildings. Contain specific rules for various structural materials and elements, relevant specifically to buildings.










BS EN 1998-2:2005+Amendment1:2009 Eurocode 8.Design of structures for earthquake resistance. Bridges

BS EN 1998-2 primarily covers the seismic design of bridges inwhich the horizontal seismic actions are mainly resisted throughbending of the piers or at the abutments; i.e. of bridgescomposed of vertical or nearly vertical pier systems supportingthe traffic deck superstructure. It is also applicable to the seismicdesign of cable-stayed and arched bridges, although itsprovisions should not be considered as fully covering these cases.




BS EN 1998-4:2006 Eurocode 8. Design of structures forearthquake resistance. Silos, tanks and pipelines

BS EN 1998-4 specifies principles and application rules for theseismic design of the structural aspects of facilities composed ofabove-ground and buried pipeline systems and of storage tanksof different types and uses, as well as for independent items,such as single water towers serving a specific purpose, or groupsof silos enclosing granular materials, etc.

BS EN 1998-4 includes the additional criteria and rules requiredfor the seismic design of these structures without restrictions ontheir size, structural types and other functional characteristics. Forsome types of tanks and silos, it also provides detailed methodsof assessment and verification rules.




BS EN 1998-3:2005 Eurocode 8. Design of structures forearthquake resistance. Assessment and retrofitting ofbuildings

Although assessment and retrofitting of existing structures fornon-seismic actions is not yet covered by the relevant material-dependent Eurocodes, BS EN 1998-3 was specifically developedbecause:

• For many older structures, seismic resistance was notconsidered during the original construction, whereasnon-seismic actions were catered for, at least by meansof traditional construction rules

• Seismic hazard evaluations in accordance with presentknowledge may indicate the need for retrofitting campaigns

• Damage caused by earthquakes may create the need formajor repairs.







No National Annex planned.




BS EN 1999-1-1:2007 Eurocode 9. Design of aluminiumstructures. General structural rules

BS EN 1999-1-1 gives the basic design rules for structures madeof wrought aluminium alloys and limited guidance for cast alloys.






Eurocode 8 SeriesDesign of structures for earthquake resistance

Eurocode 9 SeriesDesign of aluminium structures

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BS EN 1998-6:2005 Eurocode 8. Design of structures forearthquake resistance. Towers, masts and chimneys

BS EN 1998-6 establishes requirements, criteria and rules for thedesign of tall slender structures such as towers; including bell-towers, intake towers, radio and TV-towers; masts; industrialchimneys and lighthouses.

Requirements are also given for non-structural elements, suchas the lining material of industrial chimneys, antennae and otherequipment.




BS EN 1998-5:2004 Eurocode 8. Design of structures forearthquake resistance. Foundations, retaining structuresand geotechnical aspects

BS EN 1998-5 establishes the requirements, criteria, and rules for the siting and foundation soil of structures for earthquakeresistance. It covers the design of different foundation systems,the design of earth retaining structures and soil-structureinteraction under seismic actions. As such it complementsEurocode 7 which does not cover the special requirements of seismic design.

The provisions of Part 5 apply to buildings (BS EN 1998-1), bridges (BS EN 1998-2),towers, masts and chimneys (BS EN 1998-6), silos, tanks and pipelines (BS EN 1998-4).

BS EN 1998-5 also contains empirical charts for simplified evaluation ofliquefaction potential and gives a simplified procedure for seismic analysis ofretaining structures.










PD 6698:2009 Recommendations for the design ofstructures for earthquake resistance to BS EN 1998• A4 Loose-leaf/PDF • 30 pages • Published by BSI

• ISBN 0 580 61346 3 • BSI order ref PD 6698:2009


Eurocode 9 Design of aluminium structures applies to the design of buildings and civil engineering andstructural works in aluminium. The series is concerned with requirements for resistance, serviceability, durability andfire resistance of aluminium structures. Other requirements, such as thermal or sound insulation, are not concerned.

BS EN 1999-1-2:2007 Eurocode 9. Design of aluminiumstructures. Structural fire design

BS EN 1999-1-2 describes the principles, requirements and rules for the structural design of buildings exposed to fire, including safety requirements. This standard applies to aluminium structures required to fulfil load bearing functions and only deals with passive methods of fire protection.









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BS EN 1999-1-3:2007 Eurocode 9. Design of aluminiumstructures. Structures susceptible to fatigue

BS EN 1999-1-3 describes the principles, requirements and rules for the structural design of aluminium components andstructures subjected to fatigue actions and gives rules for: • Same life design• Damage tolerant design • Design assisted by testing.







PD 6702-1:2009 Structural use of aluminium.Recommendations for the design of aluminiumstructures to BS EN 1999 • A4 Loose-leaf/PDF • 44 pages • Published by BSI



BS EN 1999-1-4:2007 Eurocode 9. Design of aluminiumstructures. Cold-formed structural sheeting

BS EN 1999-1-4 gives design requirements for cold-formedtrapezoidal aluminium sheeting. It applies to cold-formedaluminium products made from hot-rolled or cold-rolled sheet or strip that have been cold-formed by such processes as cold-rolled forming or press-breaking. Methods are also included for stressed-skin design using aluminium sheeting as a structural diaphragm.







Eurocode 9 SeriesDesign of aluminium structures

BS EN 1999-1-5:2007 Eurocode 9. Design of aluminiumstructures. Shell structures

BS EN 1999-1-5 applies to the structural design of aluminiumstructures, stiffened and unstiffened, that have the form of a shell of revolution or of a round panel in monocoque structures.The provisions in the standard apply to axisymmetric shells(cylinders, cones, spheres) and associated circular or annualplates and beam section rings and stringer stiffeners where they form part of the complete structure.







BS EN 1090-3:2008 Execution of steel structures andaluminium structures. Technical requirements foraluminium structures

BS EN 1090-3 is the third part of the BS EN 1090 series ofstandards. It specifies requirements for the execution ofaluminium structures, to ensure adequate levels of mechanicalresistance and stability, serviceability and durability.

It also specifies requirements for the execution of aluminiumstructures in particular those that are designed according to BS EN 1999-1-1, BS EN 1999-1-2, BS EN 1999-1-3, BS EN 1999-1-4 and BS EN 1999-1-5.


• ISBN 0 580 55320 2


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British Standards replaced by Eurocodes


Loading for buildingsBS 6399-1:1996 Loading for buildings. Code of practice for dead and imposed loadsSuperseded by BS EN 1991BS 6399-2:1997 Loading for buildings. Code of practice for wind loadsSuperseded by BS EN 1991BS 6399-3:1988 Loading for buildings. Code of practice for imposed roof loadsSuperseded by BS EN 1991

Structural use of concreteBS 8110-1:1997 Structural use of concrete. Code of practice for design andconstructionSuperseded by BS EN 1992BS 8110-2:1985 Structural use of concrete. Code of practice for special circumstancesSuperseded by BS EN 1992BS 8110-3:1985 Structural use of concrete. Design charts for singly reinforced beams, doublyreinforced beams and rectangular columnsSuperseded by BS EN 1992BS 8007: 1987 Code of practice for design of concrete structures for retaining aqueous liquidsSuperseded by BS EN 1992

Structural use of steelBS 5950-1:2000 Structural use of steelwork in building. Code of practice for design. Rolledand welded sectionsSuperseded by BS EN 1993BS 5950-2:2001 Structural use of steelwork in building. Specification for materials,fabrication and erection. Rolled and welded sectionsSuperseded by BS EN 1994BS 5950-3.1:1990 Structural use of steelwork in building. Design in compositeconstruction. Code of practice for design of simple and continuous composite beamsSuperseded by BS EN 1994BS 5950-4:1994 Structural use of steelwork in building. Code of practice for design ofcomposite slabs with profiled steel sheetingSuperseded by BS EN 1994BS 5950-5:1998 Structural use of steelwork in building. Code of practice for design of coldformed thin gauge sectionsSuperseded by BS EN 1993BS 5950-6:1995 Structural use of steelwork in building. Code of practice for design of lightgauge profiled steel sheetingSuperseded by BS EN 1993BS 5950-7: 1992 Structural use of steelwork in building. Specification for materials andworkmanship: cold formed sectionsObsolescentBS 5950-8:2003 Structural use of steelwork in building. Code of practice for fire resistant designSuperseded by BS EN 1993BS 5950-9:1994 Structural use of steelwork in building. Code of practice for stressed skin designSuperseded by BS EN 1993BS 449-2: 1969 Specification for the use of structural steel in building. Metric unitsSuperseded by BS EN 1993BS 4604-1: 1970 Specification for the use of high strength grip bolts in structural steelwork.Metric series. General gradeSuperseded by BS EN 1993BS 4604-2: 1970 Specification for the use of high strength grip bolts in structural steelwork.Metric series. Higher grade (parallel shank)Superseded by BS EN 1993

Structural use of timberBS 5268-2:2002 Structural use of timber. Code of practice for permissible stress design,materials and workmanshipSuperseded by BS EN 1995BS 5268-3:2006 Structural use of timber. Code of practice for trussed rafter roofsSuperseded by BS EN 1995BS 5268-4.1:1978 Structural use of timber. Fire resistance of timber structures.Recommendations for calculating fire resistance of timber membersSuperseded by BS EN 1995BS 5268-4.2:1990 Structural use of timber. Fire resistance of timber structures. Recommendationsfor calculating fire resistance of timber stud walls and joisted floor constructionsSuperseded by BS EN 1995BS 5268-5:1989 Structural use of timber. Code of practice for the preservative treatment ofstructural timberObsolescent BS 5268-6.1:1996 Structural use of timber. Code of practice for timber frame walls.Dwellings not exceeding seven storeysSuperseded by BS EN 1995BS 5268-6.2:2001 Structural use of timber. Code of practice for timber frame walls.Buildings other than dwellings not exceeding seven storeysSuperseded by BS EN 1995BS 5268-7.1:1989 Structural use of timber. Recommendations for the calculation basis forspan tables. Domestic floor joistsSuperseded by BS EN 1995

BS 5268-7.2:1989 Structural use of timber. Recommendations for the calculation basis forspan tables. Joists for flat roofsSuperseded by BS EN 1995BS 5268-7.3:1989 Structural use of timber. Recommendations for the calculation basis forspan tables. Ceiling joistsSuperseded by BS EN 1995BS 5268-7.4:1989 Structural use of timber. Ceiling bindersSuperseded by BS EN 1995BS 5268-7.5:1990 Structural use of timber. Recommendations for the calculation basis forspan tables. Domestic raftersSuperseded by BS EN 1995BS 5268-7.6:1990 Structural use of timber. Recommendations for the calculation basis forspan tables. Purlins supporting raftersSuperseded by BS EN 1995BS 5268-7.7:1990 Structural use of timber. Recommendations for the calculation basis forspan tables. Purlins supporting sheeting or deckingSuperseded by BS EN 1995

Structural use of masonryBS 5628-1:2005 Code of practice for the use of masonry. Structural use of unreinforced masonrySuperseded by BS EN 1996BS 5628-2:2005 Code of practice for use of masonry. Structural use of reinforced andprestressed masonrySuperseded by BS EN 1996BS 5628-3:2005 Code of practice for use of masonry. Materials and components, design andworkmanshipSuperseded by BS EN 1996

GeotechnicsBS 8002:1994 Code of practice for earth retaining structuresSuperseded by BS EN 1997-1BS 8004: 1986 Code of practice for foundationsSuperseded by BS EN 1997-1

Structural use of AluminiumBS 8118-1:1991 Structural use of aluminium. Code of practice for designSuperseded by BS EN 1999BS 8118-2:1991 Structural use of aluminium. Specification for materials, workmanship andprotectionSuperseded by BS EN 1999

BridgesBS 5400-1:1988 Steel, concrete and composite bridges. General statementSuperseded by BS EN 1990, BS EN 1991BS 5400-2: 2006 Steel, concrete and composite bridges. Specification for loadsSuperseded by BS EN 1990, BS EN 1991BS 5400-3:2000 Steel, concrete and composite bridges. Code of practice for design of steel bridgesSuperseded by BS EN 1993BS 5400-4: 1990 Steel, concrete and composite bridges. Code of practice for design ofconcrete bridges Superseded by BS EN 1992BS 5400-5:2005 Steel, concrete and composite bridges. Code of practice for design ofcomposite bridgesSuperseded by BS EN 1994BS 5400-6: 1999 Steel, concrete and composite bridges. Specification for materials andworkmanship, steelSuperseded by BS EN 1090-2BS 5400-7:1978 Steel, concrete and composite bridges. Specification for materials andworkmanship, concrete, reinforcement and prestressing tendonsSuperseded by BS EN 1992BS 5400-8: 1978 Steel, concrete and composite bridges. Recommendations for materialsand workmanship, concrete, reinforcement and prestressing tendons Superseded by BS EN 1992BS 5400-9.1 and 9.2 bearings - not affectedBS 5400-10C: 1999 Steel, concrete and composite bridges. Charts for classification of detailsfor fatigue

Towers, Masts and ChimneysBS 8100-1:1986 Lattice towers and masts. Code of practice for loadingSuperseded by BS EN 1993BS 8100-2:1986 Lattice towers and masts. Guide to the background and use of Part 1'Code of practice for loading'Superseded by BS EN 1993BS 8100-3:1999 Lattice towers and masts. Code of practice for strength assessment ofmembers of lattice towers and mastsSuperseded by BS EN 1993BS 8100-4:1995 Lattice towers and masts. Code of practice for loading of guyed mastsSuperseded by BS EN 1993BS 4076:1989 Specification for steel chimneysSuperseded by BS EN 1993

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