AS/NZS 2327:2017
Composite structures - Composite steel-concrete construction in buildings
Sets out minimum requirements for the design, detailing and construction of composite steel-concrete members (beams, columns, slabs, joints) in buildings. The Standard is to be used by structural engineers when designing steel framed building structures. It does not cover the design of composite beams and columns where the elements of the steel section are less than 3 mm thick or the value of the yield stress (fy) assumed in design exceeds 690 MPa. It also does not cover composite beams and columns where the concrete characteristic compressive strength at 28 days is outside the range of 20 MPa to 100 MPa.
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AS/NZS 2327:2017 COMPOSITE STRUCTURES-COMPOSITE STEEL-CONCRETE CONSTRUCTION IN BUILDINGS
PREFACE
CONTENTS
SECTION 1 GENERAL REQUIREMENTS
1.1 APPLICATION
1.1.1 Scope and general
1.1.2 Normative references
1.1.3 Definitions
1.1.4 Existing structures
1.1.5 Design information
1.1.6 Construction
1.1.7 Notation
1.2 MATERIALS
1.2.1 Steel
1.2.2 Concrete and reinforcement
1.2.3 Mechanical properties
1.3 CONSTRUCTION
1.3.1 General
1.3.2 Construction sequence and loads
1.3.3 Structural steel
1.3.4 Concrete
1.3.5 Formwork and falsework
1.4 GENERAL DESIGN REQUIREMENTS
1.4.1 General
1.4.2 Loads
1.4.3 Ultimate limit state
1.4.4 Serviceability limit states
1.4.5 Durability
1.4.6 Fire resistance
1.4.7 Structural robustness
1.4.8 Design for earthquakes
1.4.9 Proof testing
1.5 ACTIONS AND DESIGN SITUATIONS
1.5.1 General
1.5.2 Construction stages
1.6 METHODS OF STRUCTURAL ANALYSIS
1.6.1 General
1.6.2 Effective width of concrete flanges in composite beams
1.6.3 [Deleted]
1.7 DESIGN ASSISTED BY TESTING
SECTION 2 DESIGN OF COMPOSITE SLABS
2.1 GENERAL
2.1.1 Scope
2.1.2 Types of shear connection
2.1.3 Full shear connection and partial shear connection
2.2 DETAILING PROVISIONS
2.2.1 Slab thickness and reinforcement
2.2.2 Bearing requirements
2.3 ACTIONS AND ACTION EFFECTS
2.3.1 Design situations
2.3.2 Actions for profiled steel sheeting as shuttering
2.3.3 Actions for composite slab
2.4 ANALYSIS FOR INTERNAL FORCES AND MOMENTS
2.4.1 Profiled steel sheeting as formwork
2.4.2 Composite slab
2.4.3 Effective width of composite slab for concentrated point and line loads
2.5 VERIFICATION OF PROFILED STEEL SHEETING AS FORMWORK FOR ULTIMATE LIMIT STATES
2.6 SERVICEABILITY LIMIT STATE REQUIREMENTS FOR PROFILED STEEL SHEETING USED AS FORMWORK
2.7 ULTIMATE LIMIT STATE REQUIREMENTS FOR COMPOSITE SLABS
2.7.1 Design criterion
2.7.2 Flexure for composite slabs
2.7.3 Flexure and longitudinal shear for post-tensioned composite slabs
2.7.4 Vertical shear
2.7.5 Punching shear
2.8 VERIFICATION OF COMPOSITE SLABS FOR SERVICEABILITY LIMIT STATES
2.8.1 General
2.8.2 Slab deflection by refined calculation
2.8.3 Slab deflection by simplified calculation
2.8.4 Control of cracking of concrete
SECTION 3 DESIGN OF COMPOSITE BEAMS
3.1 GENERAL
3.2 STEEL BEAM REQUIREMENTS
3.3 CALCULATION OF DESIGN ACTION EFFECTS DUE TO DESIGN LOADS
3.3.1 General
3.3.2 Calculation procedure
3.3.3 Effective span
3.4 EFFECTIVE SECTION OF A COMPOSITE BEAM
3.4.1 General
3.4.2 Effective width of concrete compression flange
3.4.3 Effective portion of steel beam
3.5 ULTIMATE LIMIT STATE
3.5.1 General
3.5.2 Ultimate limit state requirements
3.5.3 Potentially critical cross-sections
3.5.4 Design moment capacity
3.5.5 Design vertical shear capacity
3.5.6 Combined design moment and shear capacity
3.5.7 Flexural torsional buckling
3.5.8 Shear connection
3.6 DESIGN OF SHEAR CONNECTORS
3.6.1 General
3.6.2 Types of shear connectors
3.6.3 Longitudinal shear force in beams
3.6.4 Detailing of shear connectors
3.7 COVER AND CONCRETING
3.7.1 Minimum concrete cover for durability
3.7.2 Placing and compaction of concrete
3.8 TRANSVERSE REINFORCEMENT IN CONCRETE SLABS
3.8.1 General
3.8.2 Design longitudinal shear to be resisted
3.8.3 Design for longitudinal shear
3.8.4 Design for longitudinal shear using strut and tie modelling
3.8.5 Interaction between longitudinal shear and transverse bending
3.8.6 Minimum transverse reinforcement
3.8.7 Minimum transverse reinforcement in haunched beams
3.8.8 Curtailment of transverse reinforcement
3.8.9 Longitudinal shear and transverse reinforcement in beams with profiled steel sheeting
3.8.10 Headed studs that cause splitting forces in the direction of the slab thickness
3.9 DESIGN OF WEB PENETRATIONS
3.10 DESIGN FOR SERVICEABILITY
3.10.1 General
3.10.2 Beam deflection by refined calculation
3.10.3 Beam deflection by simplified calculation
3.10.4 Crack control
3.10.5 Vibration control
3.11 FATIGUE
SECTION 4 DESIGN OF COMPOSITE COLUMNS
4.1 COMPOSITE COMPRESSION MEMBERS
4.1.1 General
4.1.2 Section resistance
4.1.3 Member resistance
4.2 RESISTANCE OF COMPOSITE COMPRESSION MEMBERS SUBJECTED TO COMBINED ACTIONS
4.2.1 General
4.2.2 Uniaxial bending and compression
4.2.3 Biaxial bending
4.3 DETAILING PROVISIONS
4.3.1 Minimum reinforcement
4.4 VERIFICATION OF COMPOSITE COLUMNS FOR SERVICEABILITY LIMIT STATES
4.4.1 General
4.4.2 Column deformation by refined calculation
4.4.3 Column deformations by simplified calculation
4.4.4 Creep properties for concrete encased in a steel hollow section
4.5 SECOND ORDER EFFECTS
SECTION 5 DESIGN OF COMPOSITE JOINTS
5.1 SCOPE
5.2 COMPONENT METHOD
5.2.1 General
5.2.2 Basic components of a joint
5.3 ROTATIONAL STIFFNESS
5.3.1 Component-based model
5.3.2 Stiffness coefficients for basic components
5.4 FLEXURAL STRENGTH
5.4.1 General
5.4.2 Resistances of column web in shear
5.4.3 Resistances in compression zone
5.4.4 Resistances in tension zone
5.5 DUCTILITY
5.5.1 General
5.5.2 Allowable elongation of the slab reinforcement
5.5.3 Slip at the interface between steel beam and concrete slab
5.6 DETAILING OF REINFORCEMENT
SECTION 6 DESIGN OF COMPOSITE FLOOR SYSTEMS
6.1 GENERAL
6.2 DEFLECTIONS
6.3 CRACKING
6.4 VIBRATIONS
6.4.1 General
6.4.2 Serviceability limit state
6.4.3 Synchronised crowd movement
SECTION 7 DESIGN FOR FIRE RESISTANCE
7.1 SCOPE
7.1.1 General
7.1.2 Performance requirements
7.1.3 Definitions
7.1.4 Notation
7.2 BASIS OF DESIGN
7.2.1 Requirements
7.2.2 Design based on standard fire exposure
7.2.3 Design based on natural fire exposure
7.2.4 Design approach
7.2.5 Actions during fire
7.2.6 Verification methods
7.2.7 Braces
7.2.8 Joints
7.2.9 Member capacities for fire limit state
7.3 MATERIAL PROPERTIES
7.3.1 General
7.3.2 Mechanical properties
7.3.3 Thermal properties
7.3.4 Density
7.3.5 Suppression of concrete spalling
7.4 DESIGN PROCEDURES
7.4.1 General
7.4.2 Actions in fire
7.4.3 Member temperatures
7.4.4 Assessment of fire resistance
7.5 TABULATED DATA
7.5.1 General
7.5.2 Composite columns
7.6 TEMPERATURE CALCULATIONS
7.6.1 General
7.6.2 Approximation for unprotected steel I or H sections
7.6.3 Calculation of cross section temperatures for unprotected or profile protected beams
7.6.4 Steelwork protected by a fire protection material
7.7 SIMPLE STRUCTURAL CALCULATION METHODS
7.7.1 General
7.7.2 One-way slabs
7.7.3 Composite beams
7.7.4 Composite columns
7.7.5 Two-way structural floor systems
7.8 ADVANCED CALCULATION METHODS
7.8.1 General
7.8.2 Design principles
7.8.3 Requirements for design using advanced calculation models
7.8.4 Validation of advanced calculation models
7.9 CONSTRUCTIONAL DETAILS
7.9.1 General
7.9.2 General detailing requirements
7.9.3 Beam joints
7.9.4 Composite Columns
7.9.5 Detailing for two-way structural floor systems
7.9.6 Determination of joint temperatures
7.9.7 Passive protection of joints
SECTION 8 DESIGN FOR EARTHQUAKE
8.1 SCOPE AND GENERAL
8.2 GENERAL DESIGN AND ANALYSIS PHILOSOPHY
8.2.1 General seismic design requirements
8.2.2 Structural performance factor and structural ductility demand
8.2.3 Classification of structural systems
8.2.4 Structural displacement ductility demands
8.2.5 Classification of members
8.2.6 Relationship between structure category and member category
8.2.7 Capacity design
8.2.8 Overstrength
8.3 METHODS OF ANALYSIS AND DESIGN
8.3.1 General
8.3.2 Stiffness of sections
8.4 MATERIAL REQUIREMENTS
8.4.1 Structural steel
8.4.2 Concrete
8.4.3 Reinforcing
8.5 DESIGN AND DETAILING OF COMPOSITE MEMBERS
8.5.1 Composite slab diaphragms
8.5.2 Composite beams with shear connectors
8.5.3 Composite concrete-encased steel beams
8.5.4 Composite concrete-encased steel columns
8.5.5 Composite concrete-filled structural hollow steel sections
8.6 JOINTS
8.6.1 Joint design philosophy
8.6.2 Design actions for connectors and joint components
8.6.3 Moment resisting beam to column joints
8.6.4 Splices in composite columns
8.7 COMPOSITE MOMENT-RESISTING FRAMED SEISMIC SYSTEMS
8.7.1 General
8.7.2 Rigid construction
8.7.3 Semi-rigid construction
8.8 COMPOSITE ECCENTRICALLY BRACED FRAMED SEISMIC RESISTING SYSTEMS
8.8.1 Scope
8.8.2 Design requirements for C-EBF frames and components
8.8.3 Capacity design requirements for C-EBFs
8.9 COMPOSITE CONCENTRICALLY-BRACED FRAMED SEISMIC RESISTING SYSTEMS
8.9.1 General
8.9.2 Diagonal members
8.9.3 Columns
8.9.4 Beams
APPENDIX A - CONSTRUCTION STAGES AND MINIMUM CONSTRUCTION LOADS
A1 SCOPE
A2 CONSTRUCTION STAGES
A2.1 General
A2.2 Prior to the development of composite action
A2.3 After the development of composite action
A3 MINIMUM CONSTRUCTION LOADS (FOR STRUCTURES IN AUSTRALIA ONLY)
A3.1 General
A3.2 Minimum construction loads for Construction Stage 1
A3.3 Minimum construction load for Construction Stage 2
A3.4 Minimum construction loads for Construction Stage 3
A3.5 Minimum construction loads for Construction Stage 4
A3.6 Minimum construction loads for Construction Stages 5 and 6
A4 MINIMUM CONSTRUCTION LOADS (FOR STRUCTURES IN NEW ZEALAND ONLY)
A4.1 General
A4.2 Construction loads
APPENDIX B - INFORMATION FOR THE SERVICEABILITY LIMIT STATE
B1 SCOPE
B2 DEFLECTION COMPONENTS AND CORRESPONDING DESIGN ACTIONS
B3 DEFLECTION LIMITS
APPENDIX C - INFORMATION FOR THE ULTIMATE LIMIT STATE DESIGN OF COMPOSITE AND NON-COMPOSITE BEAMS WITH WEB OPENINGS
C1 GENERAL
C1.1 Scope
C1.2 Definitions
C1.3 Notations
C2 BASIS OF DESIGN
C2.1 General
C2.2 Stiffened openings
C2.3 Spacing of openings
C3 DESIGN RULES FOR OPENINGS IN BEAM WEBS
C3.1 Beams without stiffeners
C3.2 Beams with stiffeners
C4 SHEAR BUCKLING
C5 CLOSELY SPACED OPENINGS IN BEAM WEBS
C5.1 General
C5.2 Supplementary rules
C6 SERVICEABILITY PERFORMANCE
APPENDIX D - LONGITUDINAL SHEAR RESISTANCE OF COMPOSITE SLABS USING THE m-k METHOD
D1 SCOPE
D2 LONGITUDINAL SHEAR FOR SLABS WITHOUT END ANCHORAGE
D3 LONGITUDINAL SHEAR FOR SLABS WITH END ANCHORAGE
APPENDIX E - FIRE TESTING OF COMPOSITE FLOOR SLABS
E1 GENERAL
E1.1 Scope
E1.2 Testing arrangement
E1.3 Preparation of specimens
E1.4 Test procedure
E2 EXTENDED APPLICATION OF THE FIRE TEST RESULTS
E2.1 Composite slabs
APPENDIX F - STANDARD TESTS-TESTS ON PROFILED STEEL SHEETING
F1 SCOPE
F2 TESTS ON PROFILED SHEETS
F2.1 General
F2.2 Single span test
F2.3 Double span test
F2.4 Internal support test
F2.5 End support test
F3 TEST EVALUATION
APPENDIX G - STANDARD TESTS-TESTS ON SHEAR CONNECTORS
G1 SCOPE
G2 TESTS ON SHEAR CONNECTORS
G3 TESTING ARRANGEMENTS
G4 Push test arrangements for composite slabs
G5 PUSH TEST ARRANGEMENTS FOR VOIDED PRECAST CONCRETE SLABS
G6 PREPARATION OF SPECIMENS
G7 TESTING PROCEDURE
G8 TEST EVALUATION
APPENDIX H - TESTING OF COMPOSITE AND POST TENSIONED SLABS
H1 TESTING OF COMPOSITE FLOOR SLABS
H1.1 Scope and general
H1.2 Testing arrangement
H1.3 Preparation of specimens
H1.4 Test loading procedure
H1.5 Determination of design values for m and k
H1.6 Determination of the design values for u,Rd
H2 TESTING OF POST-TENSIONED COMPOSITE FLOOR SLABS
H2.1 General
H2.2 Testing arrangement
H2.3 Preparation of specimens
H2.4 Test loading procedure
¿H2.5 Design values for ¿u,Rd
APPENDIX I - DETERMINATION OF DESIGN RESISTANCE FROM TESTS
I1 GENERAL
I1.1 Scope
I1.2 Symbols
I1.3 Basis
I1.4 Standard evaluation procedure
BIBLIOGRAPHY
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References
Bar chairs in reinforced concrete - Product requirements and test methods
Bridge design - Part 6: Steel and composite construction
Related Information
Building Code Compliance Document B1
Ministry: Ministry of Business, Innovation, and Employment - Building Systems Performance (BSP)
Section: AS1, AS3, VM1
Citation context:Similar Standards
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Composite structures - Composite steel-concrete construction in buildings
AS/NZS 2327:2017 COMPOSITE STRUCTURES-COMPOSITE STEEL-CONCRETE CONSTRUCTION IN BUILDINGS
PREFACE
CONTENTS
SECTION 1 GENERAL REQUIREMENTS
1.1 APPLICATION
1.1.1 Scope and general
1.1.2 Normative references
1.1.3 Definitions
1.1.4 Existing structures
1.1.5 Design information
1.1.6 Construction
1.1.7 Notation
1.2 MATERIALS
1.2.1 Steel
1.2.2 Concrete and reinforcement
1.2.3 Mechanical properties
1.3 CONSTRUCTION
1.3.1 General
1.3.2 Construction sequence and loads
1.3.3 Structural steel
1.3.4 Concrete
1.3.5 Formwork and falsework
1.4 GENERAL DESIGN REQUIREMENTS
1.4.1 General
1.4.2 Loads
1.4.3 Ultimate limit state
1.4.4 Serviceability limit states
1.4.5 Durability
1.4.6 Fire resistance
1.4.7 Structural robustness
1.4.8 Design for earthquakes
1.4.9 Proof testing
1.5 ACTIONS AND DESIGN SITUATIONS
1.5.1 General
1.5.2 Construction stages
1.6 METHODS OF STRUCTURAL ANALYSIS
1.6.1 General
1.6.2 Effective width of concrete flanges in composite beams
1.6.3 [Deleted]
1.7 DESIGN ASSISTED BY TESTING
SECTION 2 DESIGN OF COMPOSITE SLABS
2.1 GENERAL
2.1.1 Scope
2.1.2 Types of shear connection
2.1.3 Full shear connection and partial shear connection
2.2 DETAILING PROVISIONS
2.2.1 Slab thickness and reinforcement
2.2.2 Bearing requirements
2.3 ACTIONS AND ACTION EFFECTS
2.3.1 Design situations
2.3.2 Actions for profiled steel sheeting as shuttering
2.3.3 Actions for composite slab
2.4 ANALYSIS FOR INTERNAL FORCES AND MOMENTS
2.4.1 Profiled steel sheeting as formwork
2.4.2 Composite slab
2.4.3 Effective width of composite slab for concentrated point and line loads
2.5 VERIFICATION OF PROFILED STEEL SHEETING AS FORMWORK FOR ULTIMATE LIMIT STATES
2.6 SERVICEABILITY LIMIT STATE REQUIREMENTS FOR PROFILED STEEL SHEETING USED AS FORMWORK
2.7 ULTIMATE LIMIT STATE REQUIREMENTS FOR COMPOSITE SLABS
2.7.1 Design criterion
2.7.2 Flexure for composite slabs
2.7.3 Flexure and longitudinal shear for post-tensioned composite slabs
2.7.4 Vertical shear
2.7.5 Punching shear
2.8 VERIFICATION OF COMPOSITE SLABS FOR SERVICEABILITY LIMIT STATES
2.8.1 General
2.8.2 Slab deflection by refined calculation
2.8.3 Slab deflection by simplified calculation
2.8.4 Control of cracking of concrete
SECTION 3 DESIGN OF COMPOSITE BEAMS
3.1 GENERAL
3.2 STEEL BEAM REQUIREMENTS
3.3 CALCULATION OF DESIGN ACTION EFFECTS DUE TO DESIGN LOADS
3.3.1 General
3.3.2 Calculation procedure
3.3.3 Effective span
3.4 EFFECTIVE SECTION OF A COMPOSITE BEAM
3.4.1 General
3.4.2 Effective width of concrete compression flange
3.4.3 Effective portion of steel beam
3.5 ULTIMATE LIMIT STATE
3.5.1 General
3.5.2 Ultimate limit state requirements
3.5.3 Potentially critical cross-sections
3.5.4 Design moment capacity
3.5.5 Design vertical shear capacity
3.5.6 Combined design moment and shear capacity
3.5.7 Flexural torsional buckling
3.5.8 Shear connection
3.6 DESIGN OF SHEAR CONNECTORS
3.6.1 General
3.6.2 Types of shear connectors
3.6.3 Longitudinal shear force in beams
3.6.4 Detailing of shear connectors
3.7 COVER AND CONCRETING
3.7.1 Minimum concrete cover for durability
3.7.2 Placing and compaction of concrete
3.8 TRANSVERSE REINFORCEMENT IN CONCRETE SLABS
3.8.1 General
3.8.2 Design longitudinal shear to be resisted
3.8.3 Design for longitudinal shear
3.8.4 Design for longitudinal shear using strut and tie modelling
3.8.5 Interaction between longitudinal shear and transverse bending
3.8.6 Minimum transverse reinforcement
3.8.7 Minimum transverse reinforcement in haunched beams
3.8.8 Curtailment of transverse reinforcement
3.8.9 Longitudinal shear and transverse reinforcement in beams with profiled steel sheeting
3.8.10 Headed studs that cause splitting forces in the direction of the slab thickness
3.9 DESIGN OF WEB PENETRATIONS
3.10 DESIGN FOR SERVICEABILITY
3.10.1 General
3.10.2 Beam deflection by refined calculation
3.10.3 Beam deflection by simplified calculation
3.10.4 Crack control
3.10.5 Vibration control
3.11 FATIGUE
SECTION 4 DESIGN OF COMPOSITE COLUMNS
4.1 COMPOSITE COMPRESSION MEMBERS
4.1.1 General
4.1.2 Section resistance
4.1.3 Member resistance
4.2 RESISTANCE OF COMPOSITE COMPRESSION MEMBERS SUBJECTED TO COMBINED ACTIONS
4.2.1 General
4.2.2 Uniaxial bending and compression
4.2.3 Biaxial bending
4.3 DETAILING PROVISIONS
4.3.1 Minimum reinforcement
4.4 VERIFICATION OF COMPOSITE COLUMNS FOR SERVICEABILITY LIMIT STATES
4.4.1 General
4.4.2 Column deformation by refined calculation
4.4.3 Column deformations by simplified calculation
4.4.4 Creep properties for concrete encased in a steel hollow section
4.5 SECOND ORDER EFFECTS
SECTION 5 DESIGN OF COMPOSITE JOINTS
5.1 SCOPE
5.2 COMPONENT METHOD
5.2.1 General
5.2.2 Basic components of a joint
5.3 ROTATIONAL STIFFNESS
5.3.1 Component-based model
5.3.2 Stiffness coefficients for basic components
5.4 FLEXURAL STRENGTH
5.4.1 General
5.4.2 Resistances of column web in shear
5.4.3 Resistances in compression zone
5.4.4 Resistances in tension zone
5.5 DUCTILITY
5.5.1 General
5.5.2 Allowable elongation of the slab reinforcement
5.5.3 Slip at the interface between steel beam and concrete slab
5.6 DETAILING OF REINFORCEMENT
SECTION 6 DESIGN OF COMPOSITE FLOOR SYSTEMS
6.1 GENERAL
6.2 DEFLECTIONS
6.3 CRACKING
6.4 VIBRATIONS
6.4.1 General
6.4.2 Serviceability limit state
6.4.3 Synchronised crowd movement
SECTION 7 DESIGN FOR FIRE RESISTANCE
7.1 SCOPE
7.1.1 General
7.1.2 Performance requirements
7.1.3 Definitions
7.1.4 Notation
7.2 BASIS OF DESIGN
7.2.1 Requirements
7.2.2 Design based on standard fire exposure
7.2.3 Design based on natural fire exposure
7.2.4 Design approach
7.2.5 Actions during fire
7.2.6 Verification methods
7.2.7 Braces
7.2.8 Joints
7.2.9 Member capacities for fire limit state
7.3 MATERIAL PROPERTIES
7.3.1 General
7.3.2 Mechanical properties
7.3.3 Thermal properties
7.3.4 Density
7.3.5 Suppression of concrete spalling
7.4 DESIGN PROCEDURES
7.4.1 General
7.4.2 Actions in fire
7.4.3 Member temperatures
7.4.4 Assessment of fire resistance
7.5 TABULATED DATA
7.5.1 General
7.5.2 Composite columns
7.6 TEMPERATURE CALCULATIONS
7.6.1 General
7.6.2 Approximation for unprotected steel I or H sections
7.6.3 Calculation of cross section temperatures for unprotected or profile protected beams
7.6.4 Steelwork protected by a fire protection material
7.7 SIMPLE STRUCTURAL CALCULATION METHODS
7.7.1 General
7.7.2 One-way slabs
7.7.3 Composite beams
7.7.4 Composite columns
7.7.5 Two-way structural floor systems
7.8 ADVANCED CALCULATION METHODS
7.8.1 General
7.8.2 Design principles
7.8.3 Requirements for design using advanced calculation models
7.8.4 Validation of advanced calculation models
7.9 CONSTRUCTIONAL DETAILS
7.9.1 General
7.9.2 General detailing requirements
7.9.3 Beam joints
7.9.4 Composite Columns
7.9.5 Detailing for two-way structural floor systems
7.9.6 Determination of joint temperatures
7.9.7 Passive protection of joints
SECTION 8 DESIGN FOR EARTHQUAKE
8.1 SCOPE AND GENERAL
8.2 GENERAL DESIGN AND ANALYSIS PHILOSOPHY
8.2.1 General seismic design requirements
8.2.2 Structural performance factor and structural ductility demand
8.2.3 Classification of structural systems
8.2.4 Structural displacement ductility demands
8.2.5 Classification of members
8.2.6 Relationship between structure category and member category
8.2.7 Capacity design
8.2.8 Overstrength
8.3 METHODS OF ANALYSIS AND DESIGN
8.3.1 General
8.3.2 Stiffness of sections
8.4 MATERIAL REQUIREMENTS
8.4.1 Structural steel
8.4.2 Concrete
8.4.3 Reinforcing
8.5 DESIGN AND DETAILING OF COMPOSITE MEMBERS
8.5.1 Composite slab diaphragms
8.5.2 Composite beams with shear connectors
8.5.3 Composite concrete-encased steel beams
8.5.4 Composite concrete-encased steel columns
8.5.5 Composite concrete-filled structural hollow steel sections
8.6 JOINTS
8.6.1 Joint design philosophy
8.6.2 Design actions for connectors and joint components
8.6.3 Moment resisting beam to column joints
8.6.4 Splices in composite columns
8.7 COMPOSITE MOMENT-RESISTING FRAMED SEISMIC SYSTEMS
8.7.1 General
8.7.2 Rigid construction
8.7.3 Semi-rigid construction
8.8 COMPOSITE ECCENTRICALLY BRACED FRAMED SEISMIC RESISTING SYSTEMS
8.8.1 Scope
8.8.2 Design requirements for C-EBF frames and components
8.8.3 Capacity design requirements for C-EBFs
8.9 COMPOSITE CONCENTRICALLY-BRACED FRAMED SEISMIC RESISTING SYSTEMS
8.9.1 General
8.9.2 Diagonal members
8.9.3 Columns
8.9.4 Beams
APPENDIX A - CONSTRUCTION STAGES AND MINIMUM CONSTRUCTION LOADS
A1 SCOPE
A2 CONSTRUCTION STAGES
A2.1 General
A2.2 Prior to the development of composite action
A2.3 After the development of composite action
A3 MINIMUM CONSTRUCTION LOADS (FOR STRUCTURES IN AUSTRALIA ONLY)
A3.1 General
A3.2 Minimum construction loads for Construction Stage 1
A3.3 Minimum construction load for Construction Stage 2
A3.4 Minimum construction loads for Construction Stage 3
A3.5 Minimum construction loads for Construction Stage 4
A3.6 Minimum construction loads for Construction Stages 5 and 6
A4 MINIMUM CONSTRUCTION LOADS (FOR STRUCTURES IN NEW ZEALAND ONLY)
A4.1 General
A4.2 Construction loads
APPENDIX B - INFORMATION FOR THE SERVICEABILITY LIMIT STATE
B1 SCOPE
B2 DEFLECTION COMPONENTS AND CORRESPONDING DESIGN ACTIONS
B3 DEFLECTION LIMITS
APPENDIX C - INFORMATION FOR THE ULTIMATE LIMIT STATE DESIGN OF COMPOSITE AND NON-COMPOSITE BEAMS WITH WEB OPENINGS
C1 GENERAL
C1.1 Scope
C1.2 Definitions
C1.3 Notations
C2 BASIS OF DESIGN
C2.1 General
C2.2 Stiffened openings
C2.3 Spacing of openings
C3 DESIGN RULES FOR OPENINGS IN BEAM WEBS
C3.1 Beams without stiffeners
C3.2 Beams with stiffeners
C4 SHEAR BUCKLING
C5 CLOSELY SPACED OPENINGS IN BEAM WEBS
C5.1 General
C5.2 Supplementary rules
C6 SERVICEABILITY PERFORMANCE
APPENDIX D - LONGITUDINAL SHEAR RESISTANCE OF COMPOSITE SLABS USING THE m-k METHOD
D1 SCOPE
D2 LONGITUDINAL SHEAR FOR SLABS WITHOUT END ANCHORAGE
D3 LONGITUDINAL SHEAR FOR SLABS WITH END ANCHORAGE
APPENDIX E - FIRE TESTING OF COMPOSITE FLOOR SLABS
E1 GENERAL
E1.1 Scope
E1.2 Testing arrangement
E1.3 Preparation of specimens
E1.4 Test procedure
E2 EXTENDED APPLICATION OF THE FIRE TEST RESULTS
E2.1 Composite slabs
APPENDIX F - STANDARD TESTS-TESTS ON PROFILED STEEL SHEETING
F1 SCOPE
F2 TESTS ON PROFILED SHEETS
F2.1 General
F2.2 Single span test
F2.3 Double span test
F2.4 Internal support test
F2.5 End support test
F3 TEST EVALUATION
APPENDIX G - STANDARD TESTS-TESTS ON SHEAR CONNECTORS
G1 SCOPE
G2 TESTS ON SHEAR CONNECTORS
G3 TESTING ARRANGEMENTS
G4 Push test arrangements for composite slabs
G5 PUSH TEST ARRANGEMENTS FOR VOIDED PRECAST CONCRETE SLABS
G6 PREPARATION OF SPECIMENS
G7 TESTING PROCEDURE
G8 TEST EVALUATION
APPENDIX H - TESTING OF COMPOSITE AND POST TENSIONED SLABS
H1 TESTING OF COMPOSITE FLOOR SLABS
H1.1 Scope and general
H1.2 Testing arrangement
H1.3 Preparation of specimens
H1.4 Test loading procedure
H1.5 Determination of design values for m and k
H1.6 Determination of the design values for u,Rd
H2 TESTING OF POST-TENSIONED COMPOSITE FLOOR SLABS
H2.1 General
H2.2 Testing arrangement
H2.3 Preparation of specimens
H2.4 Test loading procedure
¿H2.5 Design values for ¿u,Rd
APPENDIX I - DETERMINATION OF DESIGN RESISTANCE FROM TESTS
I1 GENERAL
I1.1 Scope
I1.2 Symbols
I1.3 Basis
I1.4 Standard evaluation procedure
BIBLIOGRAPHY
AS/NZS 2327:2017
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