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ACI 318 2019

ACI 318 2019

$159.79

ACI 318-19: Building Code Requirements for Structural Concrete and Commentary, Third printing: September 2020 with Errata as of January 31, 2022

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ACI 2019
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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
3 Front Matter
5 Preface
Keywords
6 Introduction
7 Table of Contents
11 Chapter 1—General
1.1—Scope of ACI 318
1.2—General
1.3—Purpose
12 1.4—Applicability
14 1.5—Interpretation
15 1.6—Building official
1.7—Licensed design professional
1.8—Construction documents and design records
16 1.9—Testing and inspection
1.10—Approval of special systems of design, construction, or alternative construction materials
17 Chapter 2—Notation and Terminology
2.1—Scope
2.2—Notation
33 2.3—Terminology
49 Chapter 3—Referenced Standards
3.1—Scope
3.2—Referenced standards
53 Chapter 4—Structural System Requirements
4.1—Scope
4.2—Materials
4.3—Design loads
54 4.4—Structural system and load paths
56 4.5—Structural analysis
57 4.6—Strength
58 4.7—Serviceability
4.8—Durability
4.9—Sustainability
4.10—Structural integrity
59 4.11—Fire resistance
4.12—Requirements for specific types of construction
61 4.13—Construction and inspection
4.14—Strength evaluation of existing structures
63 Chapter 5—Loads
5.1—Scope
5.2—General
64 5.3—Load factors and combinations
69 Chapter 6—Structural Analysis
6.1—Scope
6.2—General
74 6.3—Modeling assumptions
75 6.4—Arrangement of live load
76 6.5—Simplified method of analysis for nonprestressed continuous beams and one-way slabs
77 6.6—Linear elastic first-order analysis
86 6.7—Linear elastic second-order analysis
87 6.8—Inelastic analysis
88 6.9—Acceptability of finite element analysis
91 Chapter 7—One-Way Slabs
7.1—Scope
7.2—General
7.3—Design limits
93 7.4—Required strength
7.5—Design strength
94 7.6—Reinforcement limits
96 7.7—Reinforcement detailing
101 Chapter 8—Two-Way Slabs
8.1—Scope
8.2—General
102 8.3—Design limits
105 8.4—Required strength
111 8.5—Design strength
112 8.6—Reinforcement limits
115 8.7—Reinforcement detailing
127 8.8—Nonprestressed two-way joist systems
129 Chapter 9—Beams
9.1—Scope
9.2—General
130 9.3—Design limits
132 9.4—Required strength
135 9.5—Design strength
137 9.6—Reinforcement limits
141 9.7—Reinforcement detailing
153 9.8—Nonprestressed one-way joist systems
154 9.9—Deep beams
157 Chapter 10—Columns
10.1—Scope
10.2—General
10.3—Design limits
158 10.4—Required strength
159 10.5—Design strength
160 10.6—Reinforcement limits
10.7—Reinforcement detailing
167 Chapter 11—Walls
11.1—Scope
11.2—General
168 11.3—Design limits
11.4—Required strength
169 11.5—Design strength
172 11.6—Reinforcement limits
173 11.7—Reinforcement detailing
174 11.8—Alternative method for out-of-plane slender wall analysis
177 Chapter 12—Diaphragms
12.1—Scope
178 12.2—General
179 12.3—Design limits
180 12.4—Required strength
183 12.5—Design strength
190 12.6—Reinforcement limits
12.7—Reinforcement detailing
193 Chapter 13—Foundations
13.1—Scope
195 13.2—General
199 13.3—Shallow foundations
201 13.4—Deep foundations
205 Chapter 14—Plain Concrete
14.1—Scope
206 14.2—General
14.3—Design limits
208 14.4—Required strength
209 14.5—Design strength
212 14.6—Reinforcement detailing
213 Chapter 15—Beam-Column and Slab-Column Joints
15.1—Scope
15.2—General
214 15.3—Detailing of joints
215 15.4—Strength requirements for beam-column joints
216 15.5—Transfer of column axial force through the floor system
219 Chapter 16—Connections Between Members
16.1—Scope
16.2—Connections of precast members
224 16.3—Connections to foundations
227 16.4—Horizontal shear transfer in composite concrete flexural members
229 16.5—Brackets and corbels
235 Chapter 17—Anchoring to Concrete
17.1—Scope
236 17.2—General
237 17.3—Design Limits
238 17.4—Required strength
17.5—Design strength
248 17.6—Tensile strength
263 17.7—Shear strength
272 17.8—Tension and shear interaction
17.9—Edge distances, spacings, and thicknesses to preclude splitting failure
274 17.10—Earthquake-resistant anchor design requirements
279 17.11—Attachments with shear lugs
287 Chapter 18—Earthquake-Resistant Structures
18.1—Scope
18.2—General
293 18.3—Ordinary moment frames
294 18.4—Intermediate moment frames
301 18.5—Intermediate precast structural walls
18.6—Beams of special moment frames
307 18.7—Columns of special moment frames
313 18.8—Joints of special moment frames
316 18.9—Special moment frames constructed using precast concrete
319 18.10—Special structural walls
338 18.11—Special structural walls constructed using precast concrete
18.12—Diaphragms and trusses
345 18.13—Foundations
353 18.14—Members not designated as part of the seismic-force-resisting system
357 Chapter 19—Concrete: Design and Durability Requirements
19.1—Scope
19.2—Concrete design properties
359 19.3—Concrete durability requirements
371 19.4—Grout durability requirements
373 Chapter 20—Steel Reinforcement Properties, Durability, & Embedments
20.1—Scope
20.2—Nonprestressed bars and wires
380 20.3—Prestressing strands, wires, and bars
384 20.4—Headed shear stud reinforcement
20.5—Provisions for durability of steel reinforcement
392 20.6—Embedments
393 Chapter 21—Strength Reduction Factors
21.1—Scope
21.2—Strength reduction factors for structural concrete members and connections
399 Chapter 22—Sectional Strength
22.1—Scope
22.2—Design assumptions for moment and axial strength
401 22.3—Flexural strength
402 22.4—Axial strength or combined flexural and axial strength
403 22.5—One-way shear strength
413 22.6—Two-way shear strength
422 22.7—Torsional strength
430 22.8—Bearing
432 22.9—Shear friction
437 Chapter 23—Strut-and-Tie Method
23.1—Scope
438 23.2—General
445 23.3—Design strength
23.4—Strength of struts
447 23.5—Minimum distributed reinforcement
448 23.6—Strut reinforcement detailing
449 23.7—Strength of ties
23.8—Tie reinforcement detailing
450 23.9—Strength of nodal zones
451 23.10—Curved-bar nodes
454 23.11—Earthquake-resistant design using the strut-and-tie method
457 Chapter 24—Serviceability
24.1—Scope
24.2—Deflections due to service-level gravity loads
462 24.3—Distribution of flexural reinforcement in one-way slabs and beams
463 24.4—Shrinkage and temperature reinforcement
465 24.5—Permissible stresses in prestressed concrete flexural members
469 Chapter 25—Reinforcement Details
25.1—Scope
25.2—Minimum spacing of reinforcement
471 25.3—Standard hooks, seismic hooks, crossties, and minimum inside bend diameters
473 25.4—Development of reinforcement
490 25.5—Splices
495 25.6—Bundled reinforcement
496 25.7—Transverse reinforcement
506 25.8—Post-tensioning anchorages and couplers
507 25.9—Anchorage zones for post-tensioned tendons
517 Chapter 26—Construction Documents and Inspection
26.1—Scope
518 26.2—Design criteria
519 26.3—Member information
26.4—Concrete materials and mixture requirements
530 26.5—Concrete production and construction
537 26.6—Reinforcement materials and construction requirements
542 26.7—Anchoring to concrete
544 26.8—Embedments
545 26.9—Additional requirements for precast concrete
546 26.10—Additional requirements for prestressed concrete
548 26.11—Formwork
550 26.12—Evaluation and acceptance of hardened concrete
556 26.13—Inspection
561 Chapter 27—Strength Evaluation of Existing Structures
27.1—Scope
27.2—General
562 27.3—Analytical strength evaluation
563 27.4—Strength evaluation by load test
564 27.5—Monotonic load test procedure
566 27.6—Cyclic load test procedure
569 Appendix A—A Design Verification Using Nonlinear Response History Analysis
A.1—Notation and terminology
A.2—Scope
570 A.3—General
A.4—Earthquake ground motions
571 A.5—Load factors and combinations
A.6—Modeling and analysis
572 A.7—Action classification and criticality
573 A.8—Effective stiffness
575 A.9—Expected material strength
576 A.10—Acceptance criteria for deformation-controlled actions
578 A.11—Expected strength for force-controlled actions
579 A.12—Enhanced detailing requirements
580 A.13—Independent structural design review
583 Appendix B—Steel Reinforcement Information
587 Appendix C—Equivalence Between SI-Metric, MKS-Metric, And U.S. Customary Units of Nonhomogenous Equations in the Code
597 Commentary References
617 Index

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ACI 318 2019
$159.79