page 2ENV 1992-1-3:1994

I Contents· ·1

11 . 11 . 1 .2

1.41.4.2

22.1

2.22.2.32.2.3.1

2.32.3.1

2.3.32.3.3.1

2.3.3.2

2.52.5.12.5.1.1

2.5.22.5.2.1

2.5.32.5.3.12.5.3.52.5.3.5.82.5,3.8

2.5.42.5.4.2

33.13.1.23.1.2.33.1.2.43.1.2.53.1.2.5.5

3.53.5.13.5.23.5.33.5.4

Paga

FOREWORD 5

INTROOUCTJONSCOPESCOPE OF PART 1-3 OF EUROCODE 2

888

DEFINITIONSSPECIAL TERMS USED IN PART 1-3 OF EUROCODE 2

88

BASIS OF DESIGNFUNDAMENTAL REQUIREMENTS

1010

DEFINITIONS ANO CLASSIFICATIONSMATERIAL PROPERTIESCharacteristic values

101010

DESIGN REQUIREMENTSGENERAL

1010

PARTIAL SAFETY FACTORS FOR ULTIMATE LIMIT STATESPartial safety factors for actions on buildinqstructuresPartial safety factors for materials

1111

11

ANALYSISGENERAL PROVISIONSGeneral

111111

IDEALISATION OF THE STRUCTUREStructural models for overall analysis

1212

CALCULATION METHODSBasic considerationsAnalysis of slabsDesiqn of precast floor systemsHalf joints

1414141416

DETERMINATION OF THE EFFECTS PRESTRESSINGOetermination of prestressinq force

1616

MATERIAL PROPERTlESCONCRETENORMAL WEIGHT CONCRETETensile strengthStrenqth classes of concreteDeformation propertiesCreep and shrinkaqe

18181818181919

CONNECTION MATERIALSGENERALSUPPORTING PADSMETAL FASTENINGS FOR CLAODINGMORTAR

1919191920

3.6

44. 14. 1 .34.1.3.3

4.24.2.34.2.3.3.64.2.3.44.2.3.4.1

4.2.3.54.2.3.5.44.2.3.5.6

4.34.3.24.3.2.3

4.3.2.44.3.2.4.24.3.2.4.4

4.3.34.3.3.1

4.3.54.3.5.64.3.5.6.1

4.3.5.7

4.44.4.14.4.1.1

4.54.5.,4.5.2

4.5.34.5.3.14.5.3.24.5.3.3

4.5.4

4.5.54.5.5.14.5.5.24.5.5.3

55.25.2.2

page 3ENV 1992-1-3:1994

LIFTING DEVICES

SECTlON ANO MEMBER OESIGNDURABILITY REQUlREMENTSDESIGNConcrete cover

DESIGN DATAPRESTRESSED CONCRETEMulti-axial stressesTechnological properties of prestressing steelRelaxation

Design of members in prestressed concreteInitial prestressing forceAnchorage zones of pretensioned members

ULTlMATE LIMIT STATESSHEARElements not requiring design shear reinforcement

Elements requiring design shear reinforcementMembers with constant depthVariable strut inclination method

TORSIONPure torsion

ULTlMATE LIMIT STATES INDUCED BY STRUCTURAL DEFORMATIONSimplified design methods for isolated columnsGeneral

Lateral buckling of slender beams

SERVlCEABILITY LIMIT STATESLIMITATION OF STRESS UNDER SERVICEABILITY CONOITIONSBasic considerations

DESIGN OF CONNECTIONSGENERALCOMPRESSION JOINTS

SHEAR JOINTSGeneralBasic requirementsDesign shear resistance

FLEXURAL ANO TENSILE JOINTS

BEARINGSGeneral RequirementsBearings for non-isolated membersBearings for isolated members

OETAIUNG PROVISIONSSTEEL FOR REINFORCED CONCRETEBONO

page

2021212121

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222223

262626

272727

2828

282828

28

292929

292929

31313232

36

36363738

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page 4ENV 1992-1-3:1994

5.2.2.15.2.2.2

5.2.35.2.3.2

5.35.3.35.3.3.1

5.4

5.4.25.4.2.15.4.2.1.15.4.2.2

5.4.75.4.7.55.4.7.65.4.7.7

5.4.9

5.4.10

5.55.5. 15.5.25.5.3

66.26.2.1

6.36.3.5

77.4

APPENDIX 1

APPERDIX 2

APPENDIX 3

APPENDIX "

Bond conditionsUltimate bond stress

ANCHORAGEAnchorage methods

PRESTRESSING UNITSHORIZONTAL ANO VERTICAL SPACINGPre-tensioning

STRUCTURAL HEMBERS

BEAMSLongitudinal reinforcementMinimum and Maximum reinforcem~~ percentageShear reinforcement

REINFORCED CONCRETE WALLSDefinition of precast reinforceã concrete wallsWall to fIoor junctionsSandwich panels

PRECAST SLABS USING CONCRETE STRENGTH CLASS GREATERTHAN C50/60POCKET FOUNDATIONS

LIMITATION OF DAMAGE DUE TO ACC:DENTAL ACTIONSTYING SYSTEMPROPORTIONING OF TIESCONTlNUITY ANO ANCHORAGE OF TIES

CONSTRUCTlON ANO WORKMANSHIPTOLERANCESTOLERANCES - GENERAL

CONSTRUCTION RULESPRECAST ELEMENTS ANO STRUCTURES

QUAUlY CONTROLCONTROL OF THE DIFFERENT STAGES OF THE BUILDING PROCESS

ADDITIONAL PROVISIONS FOR THE DETERMINATION OF THEEFFECTS OF TlME-DEPENDENT DEFORMATION OF CONCRETE

NON-LlNEAR ANALYSIS

SUPPLEMENTARY INFORMATION ON THE ULTlMATE LIMITSTATES INDUCED BY STRUCTURAL DEFORMATIONS

CHECKING DEFLECTIONS BY CALCULATION

INFORMATIVE APPENDIX

APPENDIX 105 GENERAL GUIDANCE FOR THE REDUCTION OF THE SAFETYCOEFFICIENTS FOR MATERIALS, YM

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4141

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43

43434343

44454S45

45

45

48484951

525252

5252

5353

53

53

53

53

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