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EUROCODE - BASIS OF STRUCTURAL DESIGN
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Superseded date: 03-07-2023
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Published date: 13-04-2006
Publisher: Ente Nazionale Italiano di Unificazione (UNI)
FOREWORD BACKGROUND OF THE EUROCODE PROGRAMME STATUS AND FIELD OF APPLICATION OF EUROCODES NATIONAL STANDARDS IMPLEMENTING EUROCODES LINKS BETWEEN EUROCODES AND HARMONISED TECHNICAL SPECIFICATIONS (ENS AND ETAS) FOR PRODUCTS ADDITIONAL INFORMATION SPECIFIC TO EN 1990 NATIONAL ANNEX FOR EN 1990SECTION 1 GENERAL 1.1 SCOPE 1.2 NORMATIVE REFERENCES 1.3 ASSUMPTIONS 1.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES 1.5 TERMS AND DEFINITIONS 1.5.1 Common terms used in EN 1990 to EN 1999 1.5.2 Special terms relating to design in general 1.5.3 Terms relating to actions 1.5.4 Terms relating to material and product properties 1.5.5 Terms relating to geometrical data 1.5.6 Terms relating to structural analysis 1.6 SYMBOLSSECTION 2 REQUIREMENTS 2.1 BASIC REQUIREMENTS 2.2 RELIABILITY MANAGEMENT 2.3 DESIGN WORKING LIFE 2.4 DURABILITY 2.5 QUALITY MANAGEMENTSECTION 3 PRINCIPLES OF LIMIT STATES DESIGN 3.1 GENERAL 3.2 DESIGN SITUATIONS 3.3 ULTIMATE LIMIT STATES 3.4 SERVICEABILITY LIMIT STATES 3.5 LIMIT STATE DESIGNSECTION 4 BASIC VARIABLES 4.1 ACTIONS AND ENVIRONMENTAL INFLUENCES 4.1.1 Classification of actions 4.1.2 Characteristic values of actions 4.1.3 Other representative values of variable actions 4.1.4 Representation of fatigue actions 4.1.5 Representation of dynamic actions 4.1.6 Geotechnical actions 4.1.7 Environmental influences 4.2 MATERIAL AND PRODUCT PROPERTIES 4.3 GEOMETRICAL DATASECTION 5 STRUCTURAL ANALYSIS AND DESIGN ASSISTED BY TESTING 5.1 STRUCTURAL ANALYSIS 5.1.1 Structural modelling 5.1.2 Static actions 5.1.3 Dynamic actions 5.1.4 Fire design 5.2 DESIGN ASSISTED BY TESTINGSECTION 6 VERIFICATION BY THE PARTIAL FACTOR METHOD 6.1 GENERAL 6.2 LIMITATIONS 6.3 DESIGN VALUES 6.3.1 Design values of actions 6.3.2 Design values of the effects of actions 6.3.3 Design values of material or product properties 6.3.4 Design values of geometrical data 6.3.5 Design resistance 6.4 ULTIMATE LIMIT STATES 6.4.1 General 6.4.2 Verifications of static equilibrium and resistance 6.4.3 Combination of actions (fatigue verifications excluded) 6.4.4 Partial factors for actions and combinations of actions 6.4.5 Partial factors for materials and products 6.5 SERVICEABILITY LIMIT STATES 6.5.1 Verifications 6.5.2 Serviceability criteria 6.5.3 Combination of actions 6.5.4 Partial factors for materialsANNEX A1 (NORMATIVE) APPLICATION FOR BUILDINGSANNEX B (INFORMATIVE) MANAGEMENT OF STRUCTURAL RELIABILITY FOR CONSTRUCTION WORKSANNEX C (INFORMATIVE) BASIS FOR PARTIAL FACTOR DESIGN AND RELIABILITY ANALYSISANNEX D (INFORMATIVE) DESIGN ASSISTED BY TESTINGBIBLIOGRAPHY
Establishes principles and requirements for the safety, serviceability and durability of structures, describes the basis for their design and verification and gives guidelines for related aspects of structural reliability.
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