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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