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ACI 318 2019 RA2022

ACI 318 2019 RA2022

$159.79

ACI CODE-318-19(22): Building Code Requirements for Structural Concrete and Commentary (Reapproved 2022)

Published By Publication Date Number of Pages
ACI 2019 625
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The “Building Code Requirements for Structural Concrete” (“Code”) provides minimum requirements for the materials, design, and detailing of structural concrete buildings and, where applicable, nonbuilding structures. This Code was developed by an ANSI-approved consensus process and addresses structural systems, members, and connections, including cast-in-place, precast, shotcrete, plain, nonprestressed, prestressed, and composite construction. Among the subjects covered are: design and construction for strength, serviceability, and durability; load combinations, load factors, and strength reduction factors; structural analysis methods; deflection limits; mechanical and adhesive anchoring to concrete; development and splicing of reinforcement; construction document information; field inspection and testing; and methods to evaluate the strength of existing structures. The Code was substantially reorganized and reformatted in 2014, and this Code continues and expands that same organizational philosophy. The principal objectives of the reorganization were to present all design and detailing requirements for structural systems or for individual members in chapters devoted to those individual subjects, and to arrange the chapters in a manner that generally follows the process and chronology of design and construction. Information and procedures that are common to the design of multiple members are located in utility chapters. Additional enhancements implemented in this Code to provide greater clarity and ease of use include the first use of color illustrations and the use of color to help the user navigate the Code and quickly find the information they need. Special thanks to Bentley Systems, Incorporated, for use of their ProConcrete software to produce many of the figures found in the Commentary. Uses of the Code include adoption by reference in a general building code, and earlier editions have been widely used in this manner. The Code is written in a format that allows such reference without change to its language. Therefore, background details or suggestions for carrying out the requirements or intent of the Code provisions cannot be included within the Code itself. The Commentary is provided for this purpose. Some considerations of the committee in developing the Code are discussed in the Commentary, with emphasis given to the explanation of new or revised provisions. Much of the research data referenced in preparing the Code is cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the Code are also cited. Keywords: admixtures; aggregates; anchorage (structural); beam-column frame; beams (supports); caissons; cements; cold weather; columns (supports); combined stress; composite construction (concrete to concrete); compressive strength; concrete; construction documents; construction joints; continuity (structural); contraction joints; cover; curing; deep beams; deep foundations; deflections; drilled piers; earthquake-resistant structures; flexural strength; floors; footings; formwork (construction); hot weather; inspection; isolation joints; joints (junctions); joists; lightweight concretes; load tests (structural); loads (forces); mixture proportioning; modulus of elasticity; moments; piles; placing; plain concrete; precast concrete; prestressed concrete; prestressing steels; quality control; reinforced concrete; reinforcing steels; roofs; serviceability; shear strength; shotcrete; spans; splicing; strength analysis; stresses; structural analysis; structural design; structural integrity; structural walls; T-beams; torsion; walls; water; welded wire reinforcement.

PDF Catalog

PDF Pages PDF Title
2 01–318-19Frontmatter
Front Matter
TITLE PAGE
10 02–318-19Chap01
Chapter 1—General
1.1—Scope of ACI 318
1.2—General
1.3—Purpose
11 1.4—Applicability
13 1.5—Interpretation
14 1.6—Building official
1.7—Licensed design professional
1.8—Construction documents and design records
15 1.9—Testing and inspection
1.10—Approval of special systems of design, construction, or alternative construction materials
16 03–318-19Chap02
Chapter 2—Notation and Terminology
2.1—Scope
2.2—Notation
32 2.3—Terminology
48 04–318-19Chap03
Chapter 3—Referenced Standards
3.1—Scope
3.2—Referenced standards
52 05–318-19Chap04
Chapter 4—Structural System Requirements
4.1—Scope
4.2—Materials
4.3—Design loads
53 4.4—Structural system and load paths
55 4.5—Structural analysis
56 4.6—Strength
57 4.7—Serviceability
4.8—Durability
4.9—Sustainability
4.10—Structural integrity
58 4.11—Fire resistance
4.12—Requirements for specific types of construction
60 4.13—Construction and inspection
4.14—Strength evaluation of existing structures
62 06–318-19Chap05
Chapter 5—Loads
5.1—Scope
5.2—General
63 5.3—Load factors and combinations
68 07–318-19Chap06
Chapter 6—Structural Analysis
6.1—Scope
6.2—General
73 6.3—Modeling assumptions
74 6.4—Arrangement of live load
75 6.5—Simplified method of analysis for nonprestressed continuous beams and one-way slabs
76 6.6—Linear elastic first-order analysis
85 6.7—Linear elastic second-order analysis
86 6.8—Inelastic analysis
87 6.9—Acceptability of finite element analysis
90 08–318-19Chap07
Chapter 7—One-Way Slabs
7.1—Scope
7.2—General
7.3—Design limits
92 7.4—Required strength
7.5—Design strength
93 7.6—Reinforcement limits
95 7.7—Reinforcement detailing
100 09–318-19Chap08
Chapter 8—Two-Way Slabs
8.1—Scope
8.2—General
101 8.3—Design limits
104 8.4—Required strength
110 8.5—Design strength
111 8.6—Reinforcement limits
114 8.7—Reinforcement detailing
126 8.8—Nonprestressed two-way joist systems
128 10–318-19Chap09
Chapter 9—Beams
9.1—Scope
9.2—General
129 9.3—Design limits
131 9.4—Required strength
134 9.5—Design strength
136 9.6—Reinforcement limits
140 9.7—Reinforcement detailing
152 9.8—Nonprestressed one-way joist systems
153 9.9—Deep beams
156 11–318-19Chap10
Chapter 10—Columns
10.1—Scope
10.2—General
10.3—Design limits
157 10.4—Required strength
158 10.5—Design strength
159 10.6—Reinforcement limits
10.7—Reinforcement detailing
166 12–318-19Chap11
Chapter 11—Walls
11.1—Scope
11.2—General
167 11.3—Design limits
11.4—Required strength
168 11.5—Design strength
171 11.6—Reinforcement limits
172 11.7—Reinforcement detailing
173 11.8—Alternative method for out-of-plane slender wall analysis
176 13–318-19Chap12
Chapter 12—Diaphragms
12.1—Scope
177 12.2—General
178 12.3—Design limits
179 12.4—Required strength
182 12.5—Design strength
189 12.6—Reinforcement limits
12.7—Reinforcement detailing
192 14–318-19Chap13
Chapter 13—Foundations
13.1—Scope
194 13.2—General
198 13.3—Shallow foundations
200 13.4—Deep foundations
204 15–318-19Chap14
Chapter 14—Plain Concrete
14.1—Scope
205 14.2—General
14.3—Design limits
207 14.4—Required strength
208 14.5—Design strength
211 14.6—Reinforcement detailing
212 16–318-19Chap15
Chapter 15—Beam-Column and Slab-Column Joints
15.1—Scope
15.2—General
213 15.3—Detailing of joints
214 15.4—Strength requirements for beam-column joints
215 15.5—Transfer of column axial force through the floor system
218 17–318-19Chap16
Chapter 16—Connections Between Members
16.1—Scope
16.2—Connections of precast members
223 16.3—Connections to foundations
226 16.4—Horizontal shear transfer in composite concrete flexural members
228 16.5—Brackets and corbels
234 18–318-19Chap17
Chapter 17—Anchoring to Concrete
17.1—Scope
235 17.2—General
236 17.3—Design Limits
237 17.4—Required strength
17.5—Design strength
247 17.6—Tensile strength
262 17.7—Shear strength
271 17.8—Tension and shear interaction
17.9—Edge distances, spacings, and thicknesses to preclude splitting failure
273 17.10—Earthquake-resistant anchor design requirements
278 17.11—Attachments with shear lugs
286 19–318-19Chap18
Chapter 18—Earthquake-Resistant Structures
18.1—Scope
18.2—General
292 18.3—Ordinary moment frames
293 18.4—Intermediate moment frames
300 18.5—Intermediate precast structural walls
18.6—Beams of special moment frames
306 18.7—Columns of special moment frames
312 18.8—Joints of special moment frames
315 18.9—Special moment frames constructed using precast concrete
318 18.10—Special structural walls
337 18.11—Special structural walls constructed using precast concrete
18.12—Diaphragms and trusses
344 18.13—Foundations
352 18.14—Members not designated as part of the seismic-force-resisting system
356 20–318-19Chap19
Chapter 19—Concrete: Design and Durability Requirements
19.1—Scope
19.2—Concrete design properties
358 19.3—Concrete durability requirements
370 19.4—Grout durability requirements
372 21–318-19Chap20
Chapter 20—Steel Reinforcement Properties, Durability, & Embedments
20.1—Scope
20.2—Nonprestressed bars and wires
379 20.3—Prestressing strands, wires, and bars
383 20.4—Headed shear stud reinforcement
20.5—Provisions for durability of steel reinforcement
391 20.6—Embedments
392 22–318-19Chap21
Chapter 21—Strength Reduction Factors
21.1—Scope
21.2—Strength reduction factors for structural concrete members and connections
398 23–318-19Chap22
Chapter 22—Sectional Strength
22.1—Scope
22.2—Design assumptions for moment and axial strength
400 22.3—Flexural strength
401 22.4—Axial strength or combined flexural and axial strength
402 22.5—One-way shear strength
412 22.6—Two-way shear strength
421 22.7—Torsional strength
429 22.8—Bearing
431 22.9—Shear friction
436 24–318-19Chap23
Chapter 23—Strut-and-Tie Method
23.1—Scope
437 23.2—General
444 23.3—Design strength
23.4—Strength of struts
446 23.5—Minimum distributed reinforcement
447 23.6—Strut reinforcement detailing
448 23.7—Strength of ties
23.8—Tie reinforcement detailing
449 23.9—Strength of nodal zones
450 23.10—Curved-bar nodes
453 23.11—Earthquake-resistant design using the strut-and-tie method
456 25–318-19Chap24
Chapter 24—Serviceability
24.1—Scope
24.2—Deflections due to service-level gravity loads
461 24.3—Distribution of flexural reinforcement in one-way slabs and beams
462 24.4—Shrinkage and temperature reinforcement
464 24.5—Permissible stresses in prestressed concrete flexural members
468 26–318-19Chap25
Chapter 25—Reinforcement Details
25.1—Scope
25.2—Minimum spacing of reinforcement
470 25.3—Standard hooks, seismic hooks, crossties, and minimum inside bend diameters
472 25.4—Development of reinforcement
489 25.5—Splices
494 25.6—Bundled reinforcement
495 25.7—Transverse reinforcement
505 25.8—Post-tensioning anchorages and couplers
506 25.9—Anchorage zones for post-tensioned tendons
516 27–318-19Chap26
Chapter 26—Construction Documents and Inspection
26.1—Scope
517 26.2—Design criteria
518 26.3—Member information
26.4—Concrete materials and mixture requirements
529 26.5—Concrete production and construction
536 26.6—Reinforcement materials and construction requirements
541 26.7—Anchoring to concrete
543 26.8—Embedments
544 26.9—Additional requirements for precast concrete
545 26.10—Additional requirements for prestressed concrete
547 26.11—Formwork
549 26.12—Evaluation and acceptance of hardened concrete
555 26.13—Inspection
560 28–318-19Chap27
Chapter 27—Strength Evaluation of Existing Structures
27.1—Scope
27.2—General
561 27.3—Analytical strength evaluation
562 27.4—Strength evaluation by load test
563 27.5—Monotonic load test procedure
565 27.6—Cyclic load test procedure
568 29–318-19AppendixA
Appendix A—A Design Verification Using Nonlinear Response History Analysis
A.1—Notation and terminology
A.2—Scope
569 A.3—General
A.4—Earthquake ground motions
570 A.5—Load factors and combinations
A.6—Modeling and analysis
571 A.7—Action classification and criticality
572 A.8—Effective stiffness
574 A.9—Expected material strength
575 A.10—Acceptance criteria for deformation-controlled actions
577 A.11—Expected strength for force-controlled actions
578 A.12—Enhanced detailing requirements
579 A.13—Independent structural design review
582 30–318-19AppendixB
Appendix B—Steel Reinforcement Information
586 31–318-19AppendixC
Appendix C—Equivalence Between SI-Metric, MKS-Metric, And U.S. Customary Units of Nonhomogenous Equations in the Code
596 32–318-19References
Commentary References
616 33–318-19Index

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ACI 318 2019 RA2022
$159.79