AS/NZS 1170.0:2002
Structural design actions - Part 0: General principles
Provides the procedure for structural design. It includes design procedures, reference to design actions (other parts of the series), combinations of actions, detailing for robustness, methods of analysis and methods for confirmation of a limit states design. It also covers the use of special studies and experimental testing and, for New Zealand, criteria for selection of annual probability of exceedance. Information is given in appendices on selection of serviceability criteria.
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AS/NZS 1170.0:2002 STRUCTURAL DESIGN ACTIONS - GENERAL PRINCIPLES
PREFACE
CONTENTS
SECTION 1 SCOPE AND GENERAL
1.1 SCOPE
1.2 APPLICATION
1.3 REFERENCED DOCUMENTS
1.4 DEFINITIONS
1.4.1 Action
1.4.2 Action effects (internal effects of actions, load effects)
1.4.3 Combination of actions
1.4.4 Design action effect
1.4.5 Design capacity
1.4.6 Design situation
1.4.7 Imposed action
1.4.8 Limit states
1.4.9 Limit states, serviceability
1.4.10 Limit states, ultimate
1.4.11 Load
1.4.12 Permanent action
1.4.13 Proof testing
1.4.14 Prototype testing
1.4.15 Reliability
1.4.16 Serviceability
1.4.17 Shall
1.4.18 Should
1.4.19 Structure
1.4.20 Structural element
1.4.21 Structural robustness
1.4.22 Special study
1.4.23 Design working life
1.4.24 Environmental influences
1.5 NOTATION
SECTION 2 STRUCTURAL DESIGN PROCEDURE
2.1 GENERAL
2.2 ULTIMATE LIMIT STATES
2.3 SERVICEABILITY LIMIT STATES
SECTION 3 ANNUAL PROBABILITY OF EXCEEDANCE (FOR STRUCTURES IN NEW ZEALAND ONLY)
3.1 GENERAL
3.2 DESIGN REQUIREMENTS
3.3 IMPORTANCE LEVELS
3.4 ANNUAL PROBABILITY OF EXCEEDANCE
3.4.1 Ultimate limit states
3.4.2 Serviceability limit states
SECTION 4 COMBINATIONS OF ACTIONS
4.1 GENERAL
4.2 COMBINATIONS OF ACTIONS FOR ULTIMATE LIMIT STATES
4.2.1 Stability
4.2.2 Strength
4.2.3 Combinations for snow, liquid pressure, rainwater ponding, ground water and earth pressure
4.2.4 Combinations of actions for fire
4.3 COMBINATIONS OF ACTIONS FOR SERVICEABILITY LIMIT STATES
4.4 CYCLIC ACTIONS
SECTION 5 METHODS OF ANALYSIS
5.1 GENERAL
5.2 STRUCTURAL MODELS
SECTION 6 STRUCTURAL ROBUSTNESS
6.1 GENERAL
6.2 LOAD PATHS
6.2.1 General
6.2.2 Minimum resistance
6.2.3 Minimum lateral resistance of connections and ties
6.2.4 Diaphragms
6.2.5 Walls
SECTION 7 CONFIRMATION METHODS
7.1 GENERAL
7.2 ULTIMATE LIMIT STATES
7.2.1 Stability
7.2.2 Strength
7.3 SERVICEABILITY LIMIT STATES
APPENDIX A - SPECIAL STUDIES
APPENDIX B - USE OF TEST DATA FOR DESIGN
B1 GENERAL
B1.1 Scope
B1.2 Reliability
B1.3 Use of test data
B1.4 Modelling
B1.5 Report
B2 PROOF TESTING
B2.1 General
B2.2 Test load
B2.3 Criteria for acceptance
B3 PROTOTYPE TESTING
B3.1 General
B3.2 Design capacity of specific products and assemblies
B3.3 Units for testing
B3.4 Test load
B3.5 Criteria for acceptance
APPENDIX C - GUIDELINES FOR SERVICEABILITY LIMIT STATES
APPENDIX D
APPENDIX E
APPENDIX F - ANNUAL PROBABILITY OF EXCEEDANCE (FOR AUSTRALIAN USE ONLY-STRUCTURES FOR WHICH DESIGN EVENTS ARE NOT GIVEN ELSEWHERE)
F1 GENERAL
F2 IMPORTANCE LEVELS
F3 DESIGN EVENTS
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AS/NZS 1170.0:2002 STRUCTURAL DESIGN ACTIONS - GENERAL PRINCIPLES
PREFACE
CONTENTS
SECTION 1 SCOPE AND GENERAL
1.1 SCOPE
1.2 APPLICATION
1.3 REFERENCED DOCUMENTS
1.4 DEFINITIONS
1.4.1 Action
1.4.2 Action effects (internal effects of actions, load effects)
1.4.3 Combination of actions
1.4.4 Design action effect
1.4.5 Design capacity
1.4.6 Design situation
1.4.7 Imposed action
1.4.8 Limit states
1.4.9 Limit states, serviceability
1.4.10 Limit states, ultimate
1.4.11 Load
1.4.12 Permanent action
1.4.13 Proof testing
1.4.14 Prototype testing
1.4.15 Reliability
1.4.16 Serviceability
1.4.17 Shall
1.4.18 Should
1.4.19 Structure
1.4.20 Structural element
1.4.21 Structural robustness
1.4.22 Special study
1.4.23 Design working life
1.4.24 Environmental influences
1.5 NOTATION
SECTION 2 STRUCTURAL DESIGN PROCEDURE
2.1 GENERAL
2.2 ULTIMATE LIMIT STATES
2.3 SERVICEABILITY LIMIT STATES
SECTION 3 ANNUAL PROBABILITY OF EXCEEDANCE (FOR STRUCTURES IN NEW ZEALAND ONLY)
3.1 GENERAL
3.2 DESIGN REQUIREMENTS
3.3 IMPORTANCE LEVELS
3.4 ANNUAL PROBABILITY OF EXCEEDANCE
3.4.1 Ultimate limit states
3.4.2 Serviceability limit states
SECTION 4 COMBINATIONS OF ACTIONS
4.1 GENERAL
4.2 COMBINATIONS OF ACTIONS FOR ULTIMATE LIMIT STATES
4.2.1 Stability
4.2.2 Strength
4.2.3 Combinations for snow, liquid pressure, rainwater ponding, ground water and earth pressure
4.2.4 Combinations of actions for fire
4.3 COMBINATIONS OF ACTIONS FOR SERVICEABILITY LIMIT STATES
4.4 CYCLIC ACTIONS
SECTION 5 METHODS OF ANALYSIS
5.1 GENERAL
5.2 STRUCTURAL MODELS
SECTION 6 STRUCTURAL ROBUSTNESS
6.1 GENERAL
6.2 LOAD PATHS
6.2.1 General
6.2.2 Minimum resistance
6.2.3 Minimum lateral resistance of connections and ties
6.2.4 Diaphragms
6.2.5 Walls
SECTION 7 CONFIRMATION METHODS
7.1 GENERAL
7.2 ULTIMATE LIMIT STATES
7.2.1 Stability
7.2.2 Strength
7.3 SERVICEABILITY LIMIT STATES
APPENDIX A - SPECIAL STUDIES
APPENDIX B - USE OF TEST DATA FOR DESIGN
B1 GENERAL
B1.1 Scope
B1.2 Reliability
B1.3 Use of test data
B1.4 Modelling
B1.5 Report
B2 PROOF TESTING
B2.1 General
B2.2 Test load
B2.3 Criteria for acceptance
B3 PROTOTYPE TESTING
B3.1 General
B3.2 Design capacity of specific products and assemblies
B3.3 Units for testing
B3.4 Test load
B3.5 Criteria for acceptance
APPENDIX C - GUIDELINES FOR SERVICEABILITY LIMIT STATES
APPENDIX D
APPENDIX E
APPENDIX F - ANNUAL PROBABILITY OF EXCEEDANCE (FOR AUSTRALIAN USE ONLY-STRUCTURES FOR WHICH DESIGN EVENTS ARE NOT GIVEN ELSEWHERE)
F1 GENERAL
F2 IMPORTANCE LEVELS
F3 DESIGN EVENTS
AS/NZS 1170.0:2002
Online Library subscription information
Online library subscriptions provide a cost-effective solution for organisations of any size to access the latest standards, offering 24/7 access to a personalised catalogue. The service ensures subscribers have have the most up-to-date version of selected standards, incluing automatic updates for any amendments or versions. Pricing is dependent on the chosen standards and the number of concurrent users, with discounts applied from the standards PDF price. For customised subscriptions or further inquiries, contact the Online Library team.