page 2ENV 1992-1-4:1994

Contents

11.11.1.2

1.41. 4. 2

1.71. 7.21.7.41. 7.5

22.52.5.5

2.5.5.1

33.13.1.O

3.1.23.1.2.13.1.2.33.1.2.43.1.2.5

44.14.1.34.1.3.3

4.24.2.14.2.1.24.2.1.3

4.2.34.2.3.5

4.34.3.24.3.2.3

FOREWORD

INTRODUCTIONSCOPESCOPE OF PART 1-4 OF EUROCODE 2

DEFINITIONSSPECIAL TERMS USED IN PART 1-4 OF EUROCODE 2

SPECIAL SYKBOLS USED IN THIS PART 1-4 OF EUROCODE 2LATIN UPPER CASE SYKBOLSGREEK SYKBOLSSUBSCRIPTS

BASIS OF DESIGNANALYSISDETERMINATION OF THE EFFECTS OF TIME DEPENDENT DEFORMA-TIONS OF CONCRETEGeneral

MATERIAL PROPERTIESCONCRETENOTATION

LIGHTWEIGHT AGGREGATE CONCRETEDefinitionsTensile strengthStrength classes of lightweight aggregate concretaDeformation properties

SECTION ANO MEMBER DESIGNDURABILITY REQUlREMENTSDESIGNConcrete covar

DESIGN DATALIGHTWEIGRT AGGREGATE CONCRETEPhyaical propertiesMachanical propertiea

PRESTUSSED CONCRETEDasign of membera in prestreaaed concrete

ULTlHATE LIHIT STATESSHEARElementa not raquiring deaign ahear reinforcement

Page

4

7

7

7

77

777

8

888

8

888

889

9

10

12121212

12121212

1616

161616

4.3.44.3.4.5

4.3.5

4.3.5.2

4.44.4.24.4.2.2

4.4.34.4.3.2

55.05.1

5.25.2.15.2.1.2

5.2.25.2.2.25.2.2.3

5.2.35.2.3.25.2.3.4

5.2.6

5.2.6.05.2.6.2

5.2.75.2.7.1

6

APPENOlX 2:

7

APPENOlX 1:

APPENOlX 3:

APPENOlX 4:

page 3ENV 1992-1-4:1994

PUNCHlNGShear resistance

1616

ULTlMATE LlMlT STATES lNDUCED BY STRUCTURAL DEFORMATlON(BUCKLlNG)Design procedures

16

16

SERVlCEABlLlTY LlMIT STATESLlMlT STATES OF CRACKlNGMin~um reinforcement areas

171717

LIMlT STATES OF DEFORMATlONCases where calculations may be omitted

1717

DETAlLING PROVISlONSNOTATIONGENERAL

181818

STEEL FO.1 RElNFORCED CONCRETEGENERAL DETAlLlNG ARRANGEMENTSPermissible curvatures

191919

BONOUltimate bond streaaBasic anchorage length

191919

ANCHORAGEAnchorage methodaRequired anchorage length

191919

ADDlTlONAL ROLES FOR HlGH BONO BARS EXCEEDlNG lm MMlN DlAMETERGeneralBond

19

2020

BUNOLED HlGH BONO BARSGeneral

2020

CONSTRUCTlON ANO WORKMANSHIP 20

QUALlTY CONTROL 20

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

20

NON-LlNEAR ANALYSlS 20

SUPPLEMENTARY lNFORMATION ON THE ULTlMATE LIMITSTATES lNDUCED BY STRUCTURAL DEFORMATION

20

CHECKING DEFLECTIONS BY CALCULATION 20