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eLibrary > ACI CODE-350.3-20: Code Requirements for Seismic Analysis and Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary - with ERRATA as of January 20, 2022 >

ACI CODE-350.3-20: Code Requirements for Seismic Analysis and Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary - with ERRATA as of January 20, 2022, 2020

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ACI CODE-350.3-20: Code Requirements for Seismic Analysis and Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary - with ERRATA as of January 20, 2022, 2020

TITLE PAGE
PREFACE
INTRODUCTION
GENERAL COMMENTARY
Chapter 1—General requirements [Go to Page]
1.1—Scope
2.2—Definitions
2.1—Code notation
1.4—Approval of special systems of design or construction
1.3—Inspection
1.2—Contract documents
Chapter 3—materials [Go to Page]
3.1—Tests of materials
3.2—Cementitious materials
3.10—Referenced standards
3.8—Admixtures
3.7—Fibers
3.6—Joint accessories
3.5—Steel reinforcement
3.4—Water
3.3—Aggregates
3.9—Storage of materials
Chapter 4—durability requirements [Go to Page]
4.1—General
4.12—Joints
4.11—Tightness testing of structures
4.10—Protection systems
4.9—Additional requirements for protection against erosion
4.8—Additional requirements for protection against chemical attack
4.7—Additional requirements for corrosion protection of reinforcement and other metal embedments
4.6—Additional requirements for alkali-aggregate reactions
4.5—Additional requirements for sulfate exposures
4.4—Additional requirements for freezing-and-thawing exposures
4.3—Requirements for concrete mixtures
4.2—Exposure categories and classes
Chapter 5—concrete quality, mixing, and placing [Go to Page]
5.1—General
5.15—Hot weather requirements
5.14—Cold weather requirements
5.13—Curing
5.12—Application of shotcrete
5.11—Depositing of concrete
5.10—Conveying concrete and wet-mix shotcrete
5.9—Mixing
5.8—Preparation of equipment and place of deposit
5.7—Evaluation and acceptance of concrete and shotcrete
5.6—Average compressive strength reduction for shotcrete
5.5—Average compressive strength reduction for concrete
5.4—Proportioning shotcrete on the basis of field experience or trial mixtures, or both
5.3—Proportioning concrete on the basis of field experience or trial mixtures, or both
5.2—Selection of proportions
Chapter 6—formwork and embedments [Go to Page]
6.1—Design of formwork
6.2—Removal of forms, shores, and reshoring
6.3—Embedments in concrete and shotcrete
Chapter 7—joints [Go to Page]
7.1—Jointing
7.5—Joint accessories
7.4—Movement joints
7.3—Crack-inducing joints
7.2—Construction joints
Chapter 8—analysis and design – general considerations [Go to Page]
8.1—Design methods
8.2—Loading
8.14—Separate floor finish
8.13—Joist construction
8.12—T-beam construction
8.11—Arrangement of live load
8.10—Columns
8.9—Span length
8.8—Effective stiffness to determine lateral deflections
8.7—Stiffness
8.6—Lightweight concrete
8.5—Modulus of elasticity
8.4—Redistribution of moments in continuous flexural members
8.3—Methods of analysis
Chapter 9—strength and serviceability requirements [Go to Page]
9.1—General
9.2—Required strength
9.5—Control of deflections
9.4—Design strength for reinforcement
9.3—Design strength
Chapter 10—flexure and axial loads [Go to Page]
10.1—Scope
10.2—Design assumptions
10.14—Bearing strength
10.13—Composite compression members
10.12—Transmission of column loads through floor system
10.11—Axially loaded members supporting slab system
10.10—Slenderness effects in compression members
10.9—Limits for reinforcement of compression members
10.8—Design dimensions for compression members
10.7—Deep beams
10.6—Distribution of flexural reinforcement
10.5—Minimum reinforcement of flexural members
10.4—Distance between lateral supports of flexural members
10.3—General principles and requirements
Chapter 11—shear and torsion [Go to Page]
11.1—Shear strength
11.11—Provisions for slabs and footings
11.10—Transfer of moments to columns
11.9—Provisions for walls
11.8—Provisions for brackets and corbels
11.7—Deep beams
11.6—Shear-friction
11.5—Design for torsion
11.4—Shear strength provided by shear reinforcement
11.3—Shear strength provided by concrete for prestressed members
11.2—Shear strength provided by concrete for nonprestressed members
CHAPTER 12—REINFORCEMENT—DETAILS, DEVELOPMENT, AND SPLICES [Go to Page]
12.1—Standard hooks
12.2—Minimum bend diameters
12.14—Requirements for structural integrity
12.13—Shrinkage and temperature reinforcement
12.12—Connections
12.11—Reinforcement details for columns
12.10—Lateral reinforcement
12.9—Splices
12.8—Development
12.7—Concrete protection for reinforcement
12.6—Spacing limits for reinforcement
12.5—Placing reinforcement
12.4—Surface conditions of reinforcement
12.3—Bending
CHAPTER 13—earthquake-resistant StructureS [Go to Page]
13.1—General requirements
13.13—Members not designated as part of the seismic-force-resisting system
13.12—Foundations
13.11—Structural diaphragms and trusses
13.10—Special structural walls constructed using precast concrete
13.9—Special structural walls and coupling beams
13.8—Special moment frames constructed using precast concrete
13.7—Joints of special moment frames
13.6—Special moment frame members subjected to bending and axial load
13.5—Flexural members of special moment frames
13.4—Intermediate precast structural walls
13.3—Intermediate moment frames
13.2—Ordinary moment frames
CHAPTER 14—TWO-WAY SLAB SYSTEMS [Go to Page]
14.1—Scope
14.7—Equivalent frame method
14.6—Direct design method
14.5—Design procedures
14.4—Openings in slab systems
14.3—Slab reinforcement
14.2—General
CHAPTER 15—WALLS [Go to Page]
15.1—Scope
15.2—General
15.3—Walls prestressed circumferentially by wrapping with high-strength steel wire or strand
15.8—Walls as grade beams
15.7—Minimum wall thickness
15.6—Empirical Design Method
15.5—Walls designed as compression members
15.4—Minimum reinforcement
CHAPTER 16—FOOTINGS [Go to Page]
16.1—Scope
16.2—Loads and reactions
16.10—Combined footings and mats
16.9—Sloped or stepped footings
16.8—Transfer of force at base of column, wall, or reinforced pedestal
16.7—Minimum footing depth
16.6—Development of reinforcement in footings
16.5—Shear in footings
16.4—Moment in footings
16.3—Footings supporting circular or regular polygon-shaped columns or pedestals
CHAPTER 17—PRECAST CONCRETE [Go to Page]
17.1—Scope
17.2—General
17.10—Strength evaluation of precast construction
17.9—Handling
17.8—Marking and identification
17.7—Items embedded after concrete placement
17.6—Connection and bearing design
17.5—Structural integrity
17.4—Member design
17.3—Distribution of forces among members
CHAPTER 18—COMPOSITE CONCRETE FLEXURAL MEMBERS [Go to Page]
18.1—Scope
18.2—General
18.6—Ties for horizontal shear
18.5—Horizontal shear strength
18.4—Vertical shear strength
18.3—Shoring
CHAPTER 19—PRESTRESSED CONCRETE [Go to Page]
19.1—Scope
19.22—External post-tensioning
19.21—Post-tensioning anchorages and couplers
19.20—Application and measurement of prestressing force
19.19—Protection for prestressing steel
19.18—Grout for bonded tendons
19.17—Post-tensioning ducts
19.16—Corrosion protection for unbonded single-strand prestressing tendons
19.15—Design of anchorage zones for multistrand tendons
19.14—Design of anchorage zones for monostrand or single 5/8 in. diameter bar tendons
19.13—Post-tensioned tendon anchorage zones
19.12—Slab systems
19.11—Compression members—combined flexure and axial loads
19.10—Statically indeterminate structures
19.9—Minimum bonded reinforcement
19.8—Limits for reinforcement of flexural members
19.7—Flexural strength
19.6—Loss of prestress
19.5—Permissible stresses in prestressing steel
19.4—Serviceability requirements—flexural members
19.3—Design assumptions
19.2—General
CHAPTER 20—SHELLS AND FOLDED PLATE MEMBERS [Go to Page]
20.1—Scope and definitions
20.5—Construction
20.4—Shell reinforcement
20.3—Design strength of materials
20.2—Analysis and design
CHAPTER 21—LIQUID-CONTAINING GROUND-SUPPORTED SLABS [Go to Page]
21.1—Scope
21.7—Curing
21.6—Hydrostatic uplift
21.5—Joints
21.4—Reinforcement
21.3—Slab thickness
21.2—Slab support
CHAPTER 22—STRENGTH EVALUATION AND CONDITION ASSESSMENT OF STRUCTURES [Go to Page]
22.1—General
22.7—Load testing
22.6—Evaluation report
22.5—Tightness testing
22.4—Field and laboratory testing
22.3—Condition survey of structures
22.2—Determination of required dimensions and material properties
APPENDIX A—ALTERNATE DESIGN METHOD [Go to Page]
A.1—Scope
A.7.9—Composite concrete flexural members
A.7.8—Special provisions for other members
A.7.7—Special provisions for slabs and footings
A.7.6—Shear-friction
A.7.5—Shear stress carried by shear reinforcement
A.7.4—Shear stress carried by concrete
A.7—Shear and torsion
A.6—Compression members with or without flexure
A.5—Flexure
A.4—Development and splices of reinforcement
A.3.3—Distribution of flexural reinforcement
A.3—Allowable stresses at service loads
A.2—General
APPENDIX B—STRUT-AND-TIE MODELS [Go to Page]
B.1—Definitions
B.5—Strength of nodal zones
B.4—Strength of ties
B.3—Strength of struts
B.2—Strut-and-tie model design procedure
APPENDIX C—ALTERNATIVE PROVISIONS FOR REINFORCED AND PRESTRESSED CONCRETE FLEXURAL AND COMPRESSION MEMBERS [Go to Page]
C.1—Scope
C.8.4—Redistribution of moments in continuous nonprestressed flexural members
C.19.10—Statically indeterminate structures
C.19.8—Limits for reinforcement of flexural members
C.19.1—Scope
C.10.3—General principles and requirements
APPENDIX D—ALTERNATIVE LOAD FACTORS, STRENGTH REDUCTION FACTORS, AND DISTRIBUTION OF FLEXURAL REINFORCEMENT [Go to Page]
D.1—General
D.9.2—Required strength
D.10.6—Distribution of flexural reinforcement in beams and one-way slabs
D.9.3—Design strength
APPENDIX E—ANCHORING TO CONCRETE [Go to Page]
E.1—Definitions
E.9—Installation and inspection of anchors
E.8—Required edge distances, spacings, and thicknesses to preclude splitting failure
E.7—Interaction of tensile and shear forces
E.6—Design requirements for shear loading
E.5.4—Concrete side-face blowout strength of a headed anchor in tension
E.5—Design requirements for tensile loading
E.4—General requirements for strength of anchors
E.3—General requirements
E.2—Scope
COMMENTARY REFERENCES
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ACI CODE-350.3-20: Code Requirements for Seismic Analysis and Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary - with ERRATA as of January 20, 2022, 2020

To continue with accurate pricing,
please select your company type below: