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eLibrary > ACI CODE-349-23: Nuclear Safety-Related Concrete Structures - Code Requirements and Commentary >

ACI CODE-349-23: Nuclear Safety-Related Concrete Structures - Code Requirements and Commentary, 2023

TITLE PAGE
CONTENTS
CHAPTER 1—GENERAL [Go to Page]
1.1—Scope
1.2—General
1.3—Purpose
1.4—Applicability
1.5—Interpretation
1.6—Authority having jurisdiction
1.7—Licensed design professional
1.8—Construction documents and design records
1.10—Approval of special systems of design, construction, or alternative construction materials
CHAPTER 2—NOTATION AND TERMINOLOGY [Go to Page]
2.1—Scope
2.2—Notation
2.3—Terminology
CHAPTER 3—REFERENCED STANDARDS [Go to Page]
3.1—Scope
3.2—Referenced standards
CHAPTER 4—STRUCTURAL SYSTEM REQUIREMENTS [Go to Page]
4.1—Scope
4.2—Materials
4.3—Design loads
4.4—Structural system and load paths
4.5—Structural analysis
4.6—Strength
4.7—Serviceability
4.8—Durability
4.9—Sustainability
4.10—Structural integrity
4.11—Fire resistance
4.12—Requirements for specific types of construction
4.13—Construction and inspection
4.14—Strength evaluation of existing structures
CHAPTER 5—LOADS [Go to Page]
5.1—Scope
5.2—General
5.3—Load factors and combinations
CHAPTER 6—STRUCTURAL ANALYSIS [Go to Page]
6.1—Scope
6.2—General
6.3—Modeling assumptions
6.4—Arrangement of live load
6.5—Simplified method of analysis for nonprestressed continuous beams and one-way slabs
6.6—First-order analysis
6.7—Elastic second-order analysis
6.8—Intentionally left blank
6.9—Acceptability of finite element analysis
CHAPTER 7—ONE-WAY SLABS [Go to Page]
7.1—Scope
7.2—General
7.3—Design limits
7.4—Required strength
7.5—Design strength
7.6—Reinforcement limits
7.7—Reinforcement detailing
CHAPTER 8—TWO-WAY SLABS [Go to Page]
8.1—Scope
8.2—General
8.3—Design limits
8.4—Required strength
8.5—Design strength
8.6—Reinforcement limits
8.7—Reinforcement detailing
8.8—Nonprestressed two-way joist systems
8.9—Lift-slab construction
8.10—Direct design method
8.11—Equivalent frame method
CHAPTER 9—BEAMS [Go to Page]
9.1—Scope
9.2—General
9.3—Design limits
9.4—Required strength
9.5—Design strength
9.6—Reinforcement limits
9.7—Reinforcement detailing
9.8—Nonprestressed one-way joist systems
9.9—Deep beams
CHAPTER 10—COLUMNS [Go to Page]
10.1—Scope
10.2—General
10.3—Design limits
10.4—Required strength
10.5—Design strength
10.6—Reinforcement limits
10.7—Reinforcement detailing
CHAPTER 11—WALLS [Go to Page]
11.1—Scope
11.2—General
11.3—Design limits
11.4—Required strength
11.5—Design strength
11.6—Reinforcement limits
11.7—Reinforcement detailing
11.8—Alternative method for out-of-plane slender wall analysis
CHAPTER 12—DIAPHRAGMS [Go to Page]
12.1—Scope
12.2—General
12.3—Design limits
12.4—Required strength
12.5—Design strength
12.6—Reinforcement limits
12.7—Reinforcement detailing
CHAPTER 13—FOUNDATIONS [Go to Page]
13.1—Scope
13.2—General
13.3—Shallow foundations
13.4—Deep foundations
CHAPTER 14—INTENTIONALLY LEFT BLANK
CHAPTER 15—BEAM-COLUMN AND SLAB-COLUMN JOINTS [Go to Page]
15.1—Scope
15.2—General
15.3—Transfer of column axial force through the floor system
15.4—Detailing of joints
CHAPTER 16—CONNECTIONS BETWEEN MEMBERS [Go to Page]
16.1—Scope
16.2—Connections of precast members
16.3—Connections to foundations
16.4—Horizontal shear transfer in composite concrete flexural members
16.5—Brackets and corbels
CHAPTER 17—ANCHORING TO CONCRETE [Go to Page]
17.1—Scope
17.2—General
17.3—Design limits
17.4—Required strength
17.5—General requirements for strength of anchors
17.7—Design requirements for shear loading
17.8—Tension and shear interaction
17.9—Required edge distances, spacings, and thicknesses to preclude splitting failure
17.10—Attachments with shear lugs
CHAPTER 18—PROVISIONS FOR EARTHQUAKE-RESISTANT DESIGN [Go to Page]
18.1—Scope
18.2—General
18.3—Intentionally left blank
18.4—Intentionally left blank
18.5—Intentionally left blank
18.6—Beams
18.7—Columns
18.8—Joints of moment frame
18.9—Intentionally left blank
18.10—Structural walls
18.11—Intentionally left blank
18.12—Diaphragms
18.13—Foundations
18.14—Intentionally left blank
CHAPTER 19—CONCRETE DESIGN AND DURABILITY [Go to Page]
19.1—Scope
19.2—Concrete design properties
19.3—Concrete durability requirements
19.4—Grout durability requirements
CHAPTER 20—STEEL REINFORCEMENT PROPERTIES, DURABILITY, AND EMBEDMENTS [Go to Page]
20.1—Scope
20.2—Nonprestressed bars and wires
20.3—Prestressing strands, wires, and bars
20.4—Structural steel, pipe, and tubing for composite columns
20.5—Headed shear stud reinforcement
20.7—Embedments
CHAPTER 21—STRENGTH REDUCTION FACTORS [Go to Page]
21.1—Scope
21.2—Strength reduction factors for structural concrete members and connections
CHAPTER 22—SECTIONAL STRENGTH [Go to Page]
22.1—Scope
22.2—Design assumptions for moment and axial strength
22.3—Flexural strength
22.4—Axial strength or combined flexural and axial strength
22.5—One-way shear strength
22.6—Two-way shear strength
22.7—Torsional strength
22.8—Bearing
22.9—Shear-friction
CHAPTER 23—STRUT-AND-TIE MODELS [Go to Page]
23.1—Scope
23.2—General
23.3—Design strength
23.4—Strength of struts
23.5—Reinforcement crossing bottle-shaped struts
23.6—Strut reinforcement detailing
23.7—Strength of ties
23.8—Tie reinforcement detailing
23.9—Strength of nodal zones
CHAPTER 24—SERVICEABILITY REQUIREMENTS [Go to Page]
24.1—Scope
24.2—Control of deflections
24.3—Distribution of flexural reinforcement in one-way slabs and beams
24.4—Minimum reinforcement
24.5—Permissible stresses in prestressed concrete flexural members
24.6—Walls
CHAPTER 25—REINFORCEMENT DETAILS [Go to Page]
25.1—Scope
25.2—Minimum spacing of reinforcement
25.3—Standard hooks, seismic hooks, crossties, and minimum inside bend diameters
25.4—Development of reinforcement
25.5—Splices
25.6—Bundled reinforcement
25.7—Transverse reinforcement
25.8—Post-tensioning anchorages and couplers
25.9—Anchorage zones for post-tensioned tendons
CHAPTER 26—CONSTRUCTION DOCUMENTS AND INSPECTION [Go to Page]
26.1—Scope
26.2—Design criteria
26.3—Member information
26.4—Concrete materials and mixture requirements
26.5—Concrete production and construction
26.6—Reinforcement materials and construction requirements
26.7—Anchoring to concrete
26.8—Embedments
26.9—Additional requirements for precast concrete
26.10—Additional requirements for prestressed concrete
26.11—Formwork
26.12—Concrete evaluation and acceptance
26.13—Inspection
CHAPTER 27—STRENGTH AND EVALUATION OF EXISTING STRUCTURES [Go to Page]
27.1—Scope
27.2—General
27.3—Analytical strength evaluation
27.4—Strength evaluation by load test
27.5—Reduced load rating
APPENDIX A—SHELLS [Go to Page]
A.1—Scope and definitions
A.2—General
A.3—Design strength of materials
A.4—Section design and reinforcement requirements
A.5—Construction
APPENDIX B—INTENTIONALLY LEFT BLANK
APPENDIX C—ALTERNATIVE LOAD AND STRENGTH-REDUCTION FACTORS [Go to Page]
C.1—Scope
C.2—Required strength
C.3—Design strength
APPENDIX D—INTENTIONALLY LEFT BLANK
APPENDIX E—THERMAL CONSIDERATIONS [Go to Page]
E.1—Scope
E.2—General design requirements
E.3—Concrete temperatures
APPENDIX F—SPECIAL PROVISIONS FOR IMPULSIVE AND IMPACTIVE EFFECTS [Go to Page]
F.1—Scope
F.2—Dynamic strength increase
F.3—Deformation
F.4—Requirements to assure ductility
F.5—Shear strength
F.6—Impulsive effects
F.7—Impactive effects
F.8—Impactive and impulsive loads
F.9—Splices
Authored documents
Summary of Changes in the Code [Go to Page]

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