AS 3600-1994

1-AS 3600-1994 CONCRETE STRUCTURES
4-PREFACE
7-CONTENTS
12-SECTION 1 SCOPE AND GENERAL
12-1.1 SCOPE AND APPLICATION
12-1.1.1 Scope
12-1.1.2 Application
12-1.2 REFERENCED DOCUMENTS
13-1.3 INTERPRETATIONS AND USE OF ALTERNATIVE MATERIALS OR METHODS
13-1.3.1 General
13-1.3.2 Interpretations
13-1.3.3 Use of other materials or methods
13-1.3.4 Existing structures
13-1.4 DESIGN
13-1.4.1 Design data
13-1.4.2 Design details
14-1.5 CONSTRUCTION
14-1.6 DEFINITIONS
14-1.6.1 General
14-1.6.2 Administrative definitions
14-1.6.3 Technical definitions
16-1.7 NOTATION
24-SECTION 2 DESIGN REQUIREMENTS AND PROCEDURES
24-2.1 DESIGN REQUIREMENTS
24-2.1.1 Aim
24-2.1.2 Requirements
24-2.2 DESIGN FOR STABILITY
24-2.3 DESIGN FOR STRENGTH
24-2.4 DESIGN FOR SERVICEABILITY
24-2.4.1 General
24-2.4.2 Deflection limits for beams and slabs
26-2.4.3 Lateral drift
26-2.4.4 Cracking
26-2.4.5 Vibration
26-2.5 DESIGN FOR STRENGTH AND SERVICEABILITY BY LOAD TESTING OF A PROTOTYPE
26-2.6 DESIGN FOR DURABILITY
26-2.7 DESIGN FOR FIRE RESISTANCE
26-2.8 OTHER DESIGN REQUIREMENTS
27-SECTION 3 LOADS AND LOAD COMBINATIONS FOR STABILITY, STRENGTH AND SERVICEABILITY
27-3.1 LOADS AND OTHER ACTIONS
27-3.1.1 Loads
27-3.1.2 Construction loads
27-3.1.3 Other actions
27-3.2 LOAD COMBINATIONS FRO STABILITY DESIGN
28-3.3 LOAD COMBINATIONS FOR STRENGTH DESIGN
28-3.3.1 Structures other than bridges
28-3.3.2 Bridges
28-3.4 LOAD COMBINATIONS FOR SERVICEABILITY DESIGN
28-3.5 LOAD COMBINATIONS FOR FIRE-RESISTANCE DESIGN
29-SECTION 4 DESIGN FOR DURABILITY
29-4.1 APPLICATION OF SECTION
29-4.2 DESIGN FOR DURABILITY
29-4.2.1 General
29-4.2.2 Additional requirements
29-4.3 EXPOSURE CLASSIFICATION
29-4.3.1 General
29-4.3.2 Concession for exterior exposure of a single surface
31-4.4 REQUIREMENTS FOR CONCRETE FOR EXPOSURE CLASSIFICATIONS A1 AND A2
31-4.5 REQUIREMENTS FOR CONCRETE FOR EXPOSURE CLASSIFICATIONS B1, B2 AND C
32-4.6 REQUIREMENTS FOR CONCRETE FOR EXPOSURE CLASSIFICATION U
32-4.7 ADDITIONAL REQUIREMENTS FOR ABRASION
32-4.8 ADDITIONAL REQUIREMENTS FOR FREEZING AND THAWING
33-4.9 RESTRICTIONS ON CHEMICAL CONTENT IN CONCRETE
33-4.9.1 Restriction on chloride-ion content for corrosion protection
33-4.9.2 Restriction on sulphate content
33-4.9.3 Restriction on other salts
33-4.10 REQUIREMENTS FOR COVER TO REINFORCING STEEL AND TENDONS
33-4.10.1 General
33-4.10.2 Cover for concrete placement
33-4.10.3 Cover for corrosion protection
36-SECTION 5 DESIGN FOR FIRE RESISTANCE
36-5.1 SCOPE OF SECTION
36-5.2 DEFINITIONS
36-5.3 DESIGN REQUIREMENTS
36-5.3.1 General
36-5.3.2 Joints
37-5.3.3 Spalling of beams and columns
37-5.3.4 Methods for determining fire-resistance periods
37-5.4 FIRE-RESISTANCE PERIODS FOR BEAMS
37-5.4.1 Insulation and integrity for beams
37-5.4.2 Structural adequacy for beams incorporated in roof or floor systems
37-5.4.3 Structural adequacy for beams exposed to fire on all sides
37-5.4.4 Increasing fire-resistance periods of beams by insulating materials
39-5.5 FIRE-RESISTANCE PERIODS FOR SLABS
39-5.5.1 Insulation for slabs
39-5.5.2 Integrity for slabs
39-5.5.3 Structural adequacy for slabs
39-5.5.4 Increasing fire-resistance periods of slabs by insulating materials
40-5.6 FIRE-RESISTANCE PERIODS FOR COLUMNS
40-5.6.1 General
41-5.6.2 Insulation and integrity for columns
41-5.6.3 Structural adequacy for columns
41-5.6.4 Increasing fire-resistance periods for columns by insulating materials
41-5.7 FIRE-RESISTANCE PERIODS FOR WALLS
41-5.7.1 General
42-5.7.2 Insulation for walls
42-5.7.3 Integrity for walls
42-5.7.4 Structural adequacy for walls
43-5.7.5 Increasing fire-resistance periods for walls by insulating materials
43-5.8 FIRE-RESISTANCE PERIODS FROM FIRE TESTS
43-5.8.1 General
43-5.8.2 Loadbearing members tested under load
44-5.8.3 Beams, slabs and columns tested as non-loaded members
44-5.9 FIRE-RESISTANCE PERIODS BY CALCULATION
44-5.10 INCREASE OF FIRE-RESISTANCE PERIODS BY USE OF INSULATING MATERIALS
44-5.10.1 Increase of fire-resistance periods by the addition of insulating materials
46-5.10.2 Increase of insulation period of slabs by application of toppings
47-SECTION 6 DESIGN PROPERTIES OF MATERIALS
47-6.1 PROPERTIES OF CONCRETE
47-6.1.1 Strength
47-6.1.2 Modulus of elasticity
47-6.1.3 Density
47-6.1.4 Stress-strain curves
47-6.1.5 Poisson's ratio
48-6.1.6 Coefficient of thermal expansion
48-6.1.7 Shrinkage
49-6.1.8 Creep
51-6.2 PROPERTIES OF REINFORCEMENT
51-6.2.1 Strength
51-6.2.2 Modulus of elasticity
51-6.2.3 Stress-strain curves
52-6.2.4 Coefficient of thermal expansion
52-6.3 PROPERTIES OF TENDONS
52-6.3.1 Strength
52-6.3.2 Modulus of elasticity
52-6.3.3 Stress-strain curves
53-6.3.4 Relaxation of tendons
54-6.4 LOSS OF PRESTRESS IN TENDONS
54-6.4.1 General
54-6.4.2 Immediate loss of prestress
55-6.4.3 Time-dependent losses of prestress
57-SECTION 7 METHODS OF STRUCTURAL ANALYSIS
57-7.1 GENERAL
57-7.1.1 Methods of analysis
57-7.1.2 Definitions
59-7.2 SIMPLIFIED METHOD FOR REINFORCED CONTINUOUS BEAMS AND ONE-WAY SLABS
59-7.2.1 Application
59-7.2.2 Negative design moment
60-7.2.3 Positive design moment
60-7.2.4 Transverse design shear force
60-7.3 SIMPLIFIED METHOD FOR REINFORCED TWO-WAY SLABS SUPPORTED ON FOUR SIDES
60-7.3.1 Application
60-7.3.2 Design bending moments
61-7.3.3 Torsional moment at exterior corners
61-7.3.4 Load allocation
61-7.4 SIMPLIFIED METHOD FOR REINFORCED TWO-WAY SLAB SYSTEMS HAVING MULTIPLE SPANS
61-7.4.1 Application
62-7.4.2 Total static moment for a span
62-7.4.3 Design moments
63-7.4.4 Transverse distribution of the design bending moment
63-7.4.5 Moment transfer for shear in flat slabs
63-7.4.6 Shear forces in beam-and-slab construction
63-7.4.7 Openings in slabs
64-7.5 IDEALIZED FRAME METHOD FOR STRUCTURES INCORPORATING TWO-WAY SLAB SYSTEMS
64-7.5.1 Application
64-7.5.2 The idealized frame
64-7.5.3 Arrangement of vertical load for buildings
64-7.5.4 Calculation of action effects in the idealized frame
65-7.5.5 Distribution of bending moments between column and middle strips
65-7.5.6 Torsional moments
65-7.5.7 Openings in slabs
65-7.6 LINEAR ELASTIC ANALYSIS
65-7.6.1 Application
66-7.6.2 General
66-7.6.3 Span length
66-7.6.4 Arrangement of vertical loads for buildings
66-7.6.5 Stiffness
66-7.6.6 Deflections
67-7.6.7 Secondary bending moments and shear resulting from prestress
67-7.6.8 Moment redistribution in reinforced concrete members for strength design
67-7.6.9 Moment redistribution in prestressed concrete members for strength design
67-7.6.10 Critical section for negative moments
67-7.6.11 Minimum transverse shear
67-7.7 ELASTIC ANALYSIS OF FRAMES INCORPORATING SECONDARY BENDING MOMENTS
67-7.7.1 Application
67-7.7.2 General
68-7.8 RIGOROUS STRUCTURAL ANALYSIS
68-7.8.1 General
68-7.8.2 Material properties
68-7.8.3 Geometric effects
68-7.8.4 Three-dimensional effects
68-7.8.5 Interaction with the foundations
68-7.9 PLASTIC METHODS OF ANALYSIS FOR SLABS
68-7.9.1 General
68-7.9.2 Lower bound method
68-7.9.3 Yield line method
68-7.10 PLASTIC METHODS OF ANALYSIS OF FRAMES
69-SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND SERVICEABILITY
69-8.1 STRENGTH OF BEAMS IN BENDING
69-8.1.1 General
69-8.1.2 Basic principles
69-8.1.3 Design strength in bending
70-8.1.4 Minimum strength requirements
70-8.1.5 Stress in reinforcement and bonded tendons at ultimate strength
71-8.1.6 Stress in tendons not yet bonded
71-8.1.7 Spacing of reinforcement and tendons
71-8.1.8 Detailing of flexural reinforcement
73-8.2 STRENGTH OF BEAMS IN SHEAR
73-8.2.1 Application
73-8.2.2 Design shear strength of a beam
73-8.2.3 Tapered members
73-8.2.4 Maximum transverse shear near a support
73-8.2.5 Requirements for shear reinforcement
73-8.2.6 Shear strength limited by web crushing
74-8.2.7 Shear strength of a beam excluding shear reinforcement
75-8.2.8 Minimum shear reinforcement
75-8.2.9 Shear strength of a beam with minimum reinforcement
75-8.2.10 Contribution to shear strength by the shear reinforcement
75-8.2.11 Suspension reinforcement
75-8.2.12 Detailing of shear reinforcement
76-8.3 STRENGTH OF BEAMS IN TORSION
76-8.3.1 Application
76-8.3.2 Torsion redistribution
76-8.3.3 Torsional strength limited by web crushing
77-8.3.4 Requirements for torsional reinforcement
77-8.3.5 Torsional strength of a beam
78-8.3.6 Longitudinal torsional reinforcement
78-8.3.7 Minimum torsional reinforcement
78-8.3.8 Detailing of torsional reinforcement
78-8.4 LONGITUDINAL SHEAR IN BEAMS
78-8.4.1 Application
78-8.4.2 Design shear force
79-8.4.3 Design shear strength
79-8.4.4 Shear plane surface coefficients
79-8.4.5 Shear plane reinforcement
80-8.4.6 Minimum thickness of structural components
80-8.5 DEFLECTION OF BEAMS
80-8.5.1 General
80-8.5.2 Beam deflection by refined calculation
80-8.5.3 Beam deflection by simplified calculation
81-8.5.4 Deemed to comply span-to-depth ratios for reinforced beams
81-8.6 CRACK CONTROL OF BEAMS
81-8.6.1 Crack control for flexure in reinforced beams
82-8.6.2 Crack control for flexure in prestressed beams
82-8.6.3 Crack control in the side face of beams
82-8.6.4 Crack control at openings and discontinuities
82-8.7 VIBRATION OF BEAMS
82-8.8 T-BEAMS AND L-BEAMS
82-8.8.1 General
82-8.8.2 Effective width of flange for strength and serviceability
82-8.9 SLENDERNESS LIMITS FOR BEAMS
82-8.9.1 General
83-8.9.2 Simply-supported and continuous beams
83-8.9.3 Cantilever beams
83-8.9.4 Reinforcement for slender prestressed beams
84-SECTION 9 DESIGN OF SLABS FOR STRENGTH AND SERVICEABILITY
84-9.1 STRENGTH OF SLABS IN BENDING
84-9.1.1 General
84-9.1.2 Reinforcement and tendon distribution in two-way flat slabs
84-9.1.3 Detailing of tensile reinforcement in slabs
86-9.1.4 Spacing of reinforcement and tendons
87-9.2 STRENGTH OF SLABS IN SHEAR
87-9.2.1 General
87-9.2.2 Application
87-9.2.3 Ultimate shear strength where M* is zero
89-9.2.4 Ultimate shear strength where M* is not zero
89-9.2.5 Minimum area of closed ties
89-9.2.6 Detailing of shear reinforcement
90-9.3 DEFLECTION OF SLABS
90-9.3.1 General
90-9.3.2 Slab deflection by refined calculation
90-9.3.3 Slab deflection by simplified calculation
91-9.3.4 Deemed to comply span-to-depth ratio for reinforced slabs
92-9.4 CRACK CONTROL OF SLABS
92-9.4.1 Crack control for flexure in reinforced slabs
92-9.4.2 Crack control for flexure in prestressed slabs
93-9.4.3 Crack control for shrinkage and temperature effects
93-9.4.4 Crack control in the vicinity of restraints
93-9.4.5 Crack control at openings and discontinuities
93-9.5 VIBRATION OF SLABS
94-9.6 MOMENT RESISTING WIDTH FOR ONE-WAY SLABS SUPPORTING CONCENTRATED LOADS
94-9.7 LONGITUDINAL SHEAR IN COMPOSITE SLABS
95-SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND SERVICEABILITY
95-10.1 GENERAL
95-10.1.1 Design strength
95-10.1.2 Minimum bending moment
95-10.1.3 Definitions
95-10.2 DESIGN PROCEDURES
95-10.2.1 Design procedure using linear elastic analysis
95-10.2.2 Design procedure, incorporating secondary bending moments
95-10.2.3 Design procedure,using rigorous analysis
95-10.3 DESIGN OF SHORT COLUMNS
95-10.3.1 General
96-10.3.2 Short column with small compressive axial force
96-10.3.3 Short braced column with small bending moments
96-10.4 DESIGN OF SLENDER COLUMNS
96-10.4.1 General
96-10.4.2 Moment magnifier for a braced column
97-10.4.3 Moment magnifier for an unbraced column
97-10.4.4 Buckling load
97-10.5 SLENDERNESS
97-10.5.1 General
97-10.5.2 Radius of gyration
98-10.5.3 Effective length of a column
98-10.5.4 End restraint coefficients for regular rectangular framed structures
100-10.5.5 End restraint coefficients for any framed structure
100-10.5.6 End restraint provided by footings
100-10.6 STRENGTH OF COLUMNS IN COMBINED BENDING AND COMPRESSION
100-10.6.1 Basis of strength calculations
101-10.6.2 Rectangular stress block
101-10.6.3 Calculation of N
101-10.6.4 Design based on each bending moment acting separately
102-10.6.5 Design for biaxial bending and compression
102-10.7 REINFORCEMENT REQUIREMENTS FOR COLUMNS
102-10.7.1 Limitations on longitudinal steel
102-10.7.2 Bundled bars
102-10.7.3 Restraint of longitudinal reinforcement
103-10.7.4 Splicing of longitudinal reinforcement
104-10.8 TRANSMISSION OF AXIAL FORCE THROUGH FLOOR SYSTEMS
105-SECTION 11 DESIGN OF WALLS
105-11.1 APPLICATION
105-11.2 DESIGN PROCEDURES
105-11.2.1 General
105-11.2.2 Walls subject only to in-plane vertical forces
105-11.2.3 Walls subject to in-plane vertical and horizontal forces
105-11.2.4 Walls subject principally to horizontal forces perpendicular to the wall
105-11.2.5 Walls subject to in-plane vertical forces and horizontal forces perpendicular to the wall
105-11.2.6 Walls forming part of a framed structure
105-11.3 BRACING OF WALLS
106-11.4 SIMPLIFIED DESIGN METHOD FOR BRACED WALLS SUBJECT TO VERTICAL FORCES ONLY
106-11.4.1 Eccentricity of vertical load
106-11.4.2 Maximum effective height-to-thickness ratio
106-11.4.3 Effective height
106-11.4.4 Design axial strength of a wall
106-11.5 DESIGN OF WALLS FOR IN-PLANE HORIZONTAL FORCES
106-11.5.1 In-plane bendind
107-11.5.2 Critical section for shear
107-11.5.3 Strength in shear
107-11.5.4 Shear strength without shear reinforcement
107-11.5.5 Contribution to shear strength by shear reinforcement
107-11.6 REINFORCEMENT REQUIREMENTS FOR WALLS
107-11.6.1 Minimum reinforcement
108-11.6.2 Horizontal reinforcement for crack control
108-11.6.3 Spacing of reinforcement
108-11.6.4 Restraint of vertical reinforcement
109-SECTION 12 DESIGN OF NON-FLEXURAL MEMBERS, END ZONES AND BEARING SURFACES
109-12.1 DESIGN OF NON-FLEXURAL MEMBERS
109-12.1.1 General
109-12.1.2 Design based on strut and tie action
110-12.1.3 Design based on stress analysis
111-12.1.4 Empirical design methods
111-12.2 ANCHORAGE ZONES FOR PRESTRESSING ANCHORAGES
111-12.2.1 Application
111-12.2.2 General
111-12.2.3 Loading cases to be considered
111-12.2.4 Calculation of tensile forces along line of an anchorage force
111-12.2.5 Calculation of tensile forces induced near the loaded face
112-12.2.6 Quantity and distribution of reinforcement
112-12.3 BEARING SURFACES
113-SECTION 13 STRESS DEVELOPMENT AND SPLICING OF REINFORCEMENT AND TENDONS
113-13.1 STRESS DEVELOPMENT IN REINFORCEMENT
113-13.1.1 General
113-13.1.2 Development length for bar in tension
115-13.1.3 Development length for a bar in compression
115-13.1.4 Development length of bundled bars
115-13.1.5 Development length of fabric in tension
115-13.1.6 Strength development in reinforcement by an anchorage
115-13.2 SPLICING OF REINFORCEMENT
115-13.2.1 General
116-13.2.2 Welded or mechanical splices
116-13.2.3 Lapped splices for bars in tension
116-13.2.4 Lapped splices for fabric in tension
116-13.2.5 Lapped splices for bars in compression
116-13.2.6 Lapped splices for bundled bars
116-13.3 STRESS DEVELOPMENT IN TENDONS
116-13.3.1 General
117-13.3.2 Development length of pretensioned tendons
117-13.3.3 Stress development in post-tensioned tendons by anchorages
117-13.4 COUPLING OF TENDONS
117-13.4.1 Coupling of tendons
118-SECTION 14 JOINTS, EMBEDDED ITEMS, FIXINGS AND CONNECTIONS
118-14.1 DESIGN OF JOINTS
118-14.1.1 Construction joints
118-14.1.2 Movement joints
118-14.2 EMBEDDED ITEMS AND HOLES IN CONCRETE
118-14.2.1 General
118-14.2.2 Limitation on materials
118-14.2.3 Pipes containing liquid, gas or vapour
118-14.2.4 Spacing and cover
118-14.3 REQUIREMENTS FOR FIXINGS
119-14.4 CONNECTIONS
120-SECTION 15 PLAIN CONCRETE MEMBERS
120-15.1 APPLICATION
120-15.2 DESIGN
120-15.2.1 Basic principles of strength design
120-15.2.2 Section properties
120-15.3 STRENGTH IN BENDING
120-15.4 STRENGTH IN SHEAR
120-15.4.1 One-way action
120-15.4.2 Two-way action
120-15.5 STRENGTH IN AXIAL COMPRESSION
121-15.6 STRENGTH IN COMBINED BENDING AND COMPRESSION
122-SECTION 16 CONCRETE PAVEMENTS, FLOORS AND RESIDENTIAL FOOTINGS
122-16.1 APPLICATION
122-16.2 ADDITIONAL DESIGN CONSIDERATIONS FOR PAVEMENTS AND INDUSTRIAL AND COMMERCIAL FLOORS
122-16.2.1 Foundation
122-16.2.2 Thickness of the slab
122-16.2.3 Reinforcement and joints
122-16.3 RESIDENTIAL FLOORS AND FOOTINGS
122-SECTION 17 LIQUID RETAINING STRUCTURES
122-17.1 DESIGN REQUIREMENTS
123-SECTION 18 MARINE STRUCTURES
123-18.1 APPLICATION
123-18.2 ADDITIONAL LOADS AND ACTIONS
123-18.2.1 Environmental loads
123-18.2.2 Live loads
123-18.2.3 Berthing and mooring loads
123-18.2.4 Vibration and movement
123-18.3 ADDITIONAL DURABILITY AND DESIGN REQUIREMENTS
123-18.3.1 Abrasive tidal or wave action
123-18.3.2 Cathodic protection
123-18.3.3 Marine growth
124-SECTION 19 MATERIAL AND CONSTRUCTION REQUIREMENTS
124-19.1 MATERIAL AND CONSTRUCTION REQUIREMENTS FOR CONCRETE AND GROUT
124-19.1.1 Materials and limitations on constituents
124-19.1.2 Specification and manufacture of concrete
124-19.1.3 Handling, placing and compacting of concrete
124-19.1.4 Finishing of unformed concrete surfaces
124-19.1.5 Curing and protection of concrete
125-19.1.6 Sampling and testing for compliance
125-19.1.7 Rejection of concrete
126-19.1.8 Requirements for grout and grouting
126-19.2 MATERIAL AND CONSTRUCTION REQUIREMENTS FOR REINFORCING STEEL
126-19.2.1 Materials
126-19.2.2 Fabrication
126-19.2.3 Bending
127-19.2.4 Surface condition
127-19.2.5 Fixing
127-19.2.6 Lightning protection by reinforcement
128-19.3 MATERIAL AND CONSTRUCTION REQUIREMENTS FOR PRE- STRESSING DUCTS, ANCHORAGES AND TENDONS
128-19.3.1 Materials for ducts, anchorages and tendons
128-19.3.2 Construction requirements for ducts
128-19.3.3 Construction requirements for anchorages
128-19.3.4 Construction requirements for tendons
130-19.3.5 Construction requirements for unbonded tendons
130-19.4 CONSTRUCTION REQUIREMENTS FOR JOINTS AND EMBEDDED ITEMS
130-19.4.1 Location of construction joints
130-19.4.2 Embedded and other items not shown in the drawings
130-19.5 TOLERANCES FOR STRUCTURES AND MEMBERS
130-19.5.1 General
130-19.5.2 Tolerances for position and size of structures and members
130-19.5.3 Tolerance on position of reinforcement and tendons
131-19.6 FORMWORK
131-19.6.1 General
131-19.6.2 Stripping of forms and removal of formwork supports
134-SECTION 20 TESTING AND ASSESSMENT FOR COMPLIANCE OF CONCRETE SPECIFIED BY COMPRESSIVE STRENGTH
134-20.1 GENERAL
134-20.2 PRODUCTION ASSESSMENT AND CONTROL
134-20.3 PROJECT ASSESSMENT
134-20.4 PRINCIPLES FOR ASSESSMENT OF CONCRETE SPECIFIED BY STRENGTH
134-20.5 ALTERNATIVE ASSESSMENT METHOD
134-20.6 DEEMED TO COMPLY PROVISIONS
135-SECTION 21 TESTING OF MEMBERS AND STRUCTURES
135-21.1 PROOF TESTING OF BEAMS AND SLABS
135-21.1.1 Application
135-21.1.2 Test procedure
135-21.1.3 Interpretation of flexural test
135-21.1.4 Damage to the structure
135-21.2 PROTOTYPE TESTING
135-21.2.1 Application
135-21.2.2 Construction of the prototype
135-21.2.3 Test procedure
135-21.2.4 Compliance for strength
136-21.3 QUALITY CONTROL TESTING OF MANUFACTURED UNITS
136-21.3.1 Application
136-21.3.2 Testprocedure
136-21.4 TESTING FOR STRENGTH OF HARDENED CONCRETE IN PLACE
136-21.4.1 Application
136-21.4.2 Non-destructive testing
136-21.4.3 Tests on cores taken from the structure
138-APPENDIX A - ADDITIONAL REQUIREMENTS FOR STRUCTURES SUBJECT TO EARTHQUAKE ACTIONS
138-A1 SCOPE
138-A2 EARTHQUAKE-RESISTANCE REQUIREMENTS
138-A2.1 General
138-A2.2 Earthquake design category
138-A3 DEFINITIONS
139-A4 EARTHQUAKE DESIGN LOAD
139-A5 GENERAL DESIGN REQUIREMENTS
139-A6 DOMESTIC STRUCTURES
139-A6.1 Design categories H1 and H2
140-A6.2 Design category H3
140-A7 GENERAL STRUCTURES IN DESIGN CATEGORY A
140-A8 GENERAL STRUCTURES IN DESIGN CATEGORY B
140-A8.1 General
140-A8.2 Regular structures
140-A8.3 Irregularstructures
140-A9 GENERAL STRUCTURES IN DESIGN CATEGORIES C, D AND E
140-A9.1 General
140-A9.2 Exterior cladding elements
140-A10 BEARING WALL SYSTEMS
140-A10.1 Shear walls or braced frames
141-A11 BUILDING FRAME SYSTEMS
141-A11.1 General
141-A11.2 Shear walls
141-A11.2.1 General
141-A11.2.2 Reinforcement
141-A11.2.3 Boundary elements
141-A11.3 Reinforced braced frames
141-A11.3.1 General
141-A11.3.2 Restraint of longitudinal reinforcement
142-A12 MOMENT RESISTING FRAME SYSTEMS
142-A12.1 General
142-A12.2 Ordinary moment resisting frames (OMRF)
142-A12.3 Intermediate moment resisting frames (IMRF)
142-A12.3.1 General
142-A12.3.2 Beams
143-A12.3.3 Slabs
144-A12.3.4 Columns
144-A12.3.5 Column joints
144-A12.3.6 Prestressed IMRF's
144-A12.3.7 Prestressed beams
145-A12.3.8 Prestressed columns
145-A12.3.9 Beam-column joints
145-A12.4 Special moment resisting frames (SMRF)
145-A13 DUAL SYSTEMS
145-A13.1 General
145-A13.2 IMRF and shear wall
145-A13.3 IMRF and braced frame
145-A13.4 SMRF and shear wall
145-A13.5 SMRF and braced frame
146-APPENDIX B - REFERENCED DOCUMENTS
149-INDEX