ACI 318 14:2014 Edition

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318-14: Building Code Requirements for Structural Concrete and Commentary, Sixth Printing – ERRATA as of August 21, 2017

Published By	Publication Date	Number of Pages
ACI	2014	524

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Description

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 addresses structural systems, members, and connections, including cast-in-place, precast, 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. “Building Code Requirements for Concrete Thin Shells” (ACI 318.2) is adopted by reference in this Code.The Code user will find that ACI 318-14 has been substantially reorganized and reformatted from previous editions. The principal objectives of this reorganization are 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 members are located in utility chapters. The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate American Welding Society (AWS) standard. 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 of the considerations of the committee in developing the Code are discussed within 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.Technical changes from ACI 318-11 to ACI 318-14 are outlined in the May 2014 issue of Concrete International. Transition keys showing how the code was reorganized are provided on the ACI website on the 318 Resource Page under Topics in Concrete. Keywords: admixtures; aggregates; anchorage (structural); beam-column frame; beams (supports); building codes; cements; cold weather construction; columns (supports); combined stress; composite construction (concrete and steel); composite construction (concrete to concrete); compressive strength; concrete construction; concrete slabs; concretes; construction joints; continuity (structural); contract documents; contraction joints; cover; curing; deep beams; deflections; earthquake-resistant structures; embedded service ducts; flexural strength; floors; folded plates; footings; formwork (construction); frames; hot weather construction; inspection; isolation joints; joints (junctions); joists; lightweight concretes; load tests (structural); loads (forces); materials; mixing; mixture proportioning; modulus of elasticity; moments; pipe columns; pipes (tubing); placing; plain concrete; precast concrete; prestressed concrete; prestressing steels; quality control; reinforced concrete; reinforcing steels; roofs; serviceability; shear strength; shear walls; shells (structural forms); spans; splicing; strength; strength analysis; stresses; structural analysis; structural concrete; structural design; struct

PDF Catalog

PDF Pages	PDF Title
1	Cover
3	ACI Committee 318
4	Copyright
5	PREFACE TO ACI 318-14 KEYWORDS NOTES FROM THE PUBLISHER
6	INTRODUCTION
8	TABLE OF CONTENTS
11	PART 1: GENERAL CHAPTER 1—GENERAL 1.1—Scope of ACI 318 1.2—General
12	1.3—Purpose 1.4—Applicability
13	1.5—Interpretation
14	1.6—Building official
15	1.7—Licensed design professional 1.8—Construction documents and design records 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
32	2.3—Terminology
47	CHAPTER 3—REFERENCED STANDARDS 3.1—Scope 3.2—Referenced standards
51	CHAPTER 4—STRUCTURAL SYSTEM REQUIREMENTS 4.1—Scope 4.2—Materials 4.3—Design loads 4.4—Structural system and load paths
54	4.5—Structural analysis 4.6—Strength
55	4.7—Serviceability 4.8—Durability 4.9—Sustainability
56	4.10—Structural integrity 4.11—Fire resistance 4.12—Requirements for specific types of construction
58	4.13—Construction and inspection 4.14—Strength evaluation of existing structures
59	PART 2: LOADS & ANALYSIS CHAPTER 5—LOADS 5.1—Scope 5.2—General
60	5.3—Load factors and combinations
65	CHAPTER 6—STRUCTURAL ANALYSIS 6.1—Scope 6.2—General 6.2—General
70	6.3—Modeling assumptions
71	6.4—Arrangement of live load
72	6.5—Simplified method of analysis for nonprestressed continuous beams and one-way slabs
73	6.6—First-order analysis
81	6.7—Elastic second-order analysis
83	6.8—Inelastic second-order analysis 6.9—Acceptability of finite element analysis
85	PART 3: MEMBERS CHAPTER 7—ONE-WAY SLABS 7.1—Scope 7.2—General 7.3—Design limits
87	7.4—Required strength 7.5—Design strength
88	7.6—Reinforcement limits
90	7.7—Reinforcement detailing
95	CHAPTER 8—TWO-WAY SLABS 8.1—Scope 8.2—General
96	8.3—Design limits
99	8.4—Required strength
104	8.5—Design strength
105	8.6—Reinforcement limits
108	8.7—Reinforcement detailing
119	8.8—Nonprestressed two-way joist systems
120	8.9—Lift-slab construction 8.10—Direct design method
126	8.11—Equivalent frame method
131	CHAPTER 9—BEAMS 9.1—Scope 9.2—General
132	9.3—Design limits
134	9.4—Required strength
136	9.5—Design strength
138	9.6—Reinforcement limits
142	9.7—Reinforcement detailing
151	9.8—Nonprestressed one-way joist systems
153	9.9—Deep beams
155	CHAPTER 10—COLUMNS 10.1—Scope 10.2—General 10.3—Design limits
156	10.4—Required strength
157	10.5—Design strength
158	10.6—Reinforcement limits
159	10.7—Reinforcement detailing
165	CHAPTER 11—WALLS 11.1—Scope 11.2—General
166	11.3—Design limits 11.4—Required strength
167	11.5—Design strength
170	11.6—Reinforcement limits
171	11.7—Reinforcement detailing
173	11.8—Alternative method for out-of-plane slender wall analysis
175	CHAPTER 12—DIAPHRAGMS 12.1—Scope 12.2—General
177	12.3—Design limits 12.4—Required strength
180	12.5—Design strength
187	12.6—Reinforcement limits 12.7—Reinforcement detailing
189	CHAPTER 13—FOUNDATIONS 13.1—Scope
191	13.2—General
194	13.3—Shallow foundations
195	13.4—Deep foundations
197	CHAPTER 14—PLAIN CONCRETE 14.1—Scope
198	14.2—General 14.3—Design limits
200	14.4—Required strength
201	14.5—Design strength
204	14.6—Reinforcement detailing
205	PART 4: JOINTS/CONNECTIONS/ANCHORS CHAPTER 15—BEAM-COLUMN AND SLAB‑COLUMN JOINTS 15.1—Scope 15.2—General 15.3—Transfer of column axial force through the floor system
206	15.4—Detailing of joints
207	CHAPTER 16—CONNECTIONS BETWEEN MEMBERS 16.1—Scope 16.2—Connections of precast members
211	16.3—Connections to foundations
214	16.4—Horizontal shear transfer in composite concrete flexural members
216	16.5—Brackets and corbels
223	CHAPTER 17—ANCHORING TO CONCRETE 17.1—Scope
224	17.2—General
230	17.3—General requirements for strength of anchors
236	17.4—Design requirements for tensile loading
249	17.5—Design requirements for shear loading
260	17.6—Interaction of tensile and shear forces 17.7—Required edge distances, spacings, and thicknesses to preclude splitting failure
262	17.8—Installation and inspection of anchors
265	PART 5: EARTHQUAKE RESISTANCE CHAPTER 18—EARTHQUAKE-RESISTANT STRUCTURES 18.1—Scope 18.2—General
271	18.3—Ordinary moment frames 18.4—Intermediate moment frames
276	18.5—Intermediate precast structural walls
277	18.6—Beams of special moment frames
282	18.7—Columns of special moment frames
287	18.8—Joints of special moment frames
291	18.9—Special moment frames constructed using precast concrete
294	18.10—Special structural walls
306	18.11—Special structural walls constructed using precast concrete 18.12—Diaphragms and trusses
312	18.13—Foundations
314	18.14—Members not designated as part of the seismic-force-resisting system
317	PART 6: MATERIALS & DURABILITY CHAPTER 19—CONCRETE: DESIGN AND DURABILITY REQUIREMENTS 19.1—Scope 19.2—Concrete design properties
318	19.3—Concrete durability requirements
326	19.4—Grout durability requirements
327	CHAPTER 20—STEEL REINFORCEMENT PROPERTIES, DURABILITY, AND EMBEDMENTS 20.1—Scope 20.2—Nonprestressed bars and wires
332	20.3—Prestressing strands, wires, and bars
335	20.4—Structural steel, pipe, and tubing for composite columns
336	20.5—Headed shear stud reinforcement 20.6—Provisions for durability of steel reinforcement
341	20.7—Embedments
343	PART 7: STRENGTH & SERVICEABILITY CHAPTER 21—STRENGTH REDUCTION FACTORS 21.1—Scope 21.2—Strength reduction factors for structural concrete members and connections
349	22.2—Design assumptions for moment and axial strength CHAPTER 22—SECTIONAL STRENGTH 22.1—Scope
351	22.3—Flexural strength
352	22.4—Axial strength or combined flexural and axial strength
353	22.5—One-way shear strength
362	22.6—Two-way shear strength
373	22.7—Torsional strength
380	22.8—Bearing
382	22.9—Shear friction
387	CHAPTER 23—STRUT-AND-TIE MODELS 23.1—Scope
388	23.2—General
394	23.3—Design strength 23.4—Strength of struts
396	23.5—Reinforcement crossing bottle-shaped struts
397	23.6—Strut reinforcement detailing 23.7—Strength of ties
398	23.8—Tie reinforcement detailing
399	23.9—Strength of nodal zones
401	CHAPTER 24—SERVICEABILITY REQUIREMENTS 24.1—Scope 24.2—Deflections due to service-level gravity loads
405	24.3—Distribution of flexural reinforcement in oneway slabs and beams
407	24.4—Shrinkage and temperature reinforcement
409	24.5—Permissible stresses in prestressed concrete flexural members
413	PART 8: REINFORCEMENT CHAPTER 25—REINFORCEMENT DETAILS 25.1—Scope 25.2—Minimum spacing of reinforcement
414	25.3—Standard hooks, seismic hooks, crossties, and minimum inside bend diameters
416	25.4—Development of reinforcement
430	25.5—Splices
435	25.6—Bundled reinforcement
436	25.7—Transverse reinforcement
445	25.8—Post-tensioning anchorages and couplers 25.9—Anchorage zones for post-tensioned tendons
455	PART 9: CONSTRUCTION CHAPTER 26—CONSTRUCTION DOCUMENTS AND INSPECTION 26.1—Scope
457	26.2—Design criteria 26.3—Member information 26.4—Concrete materials and mixture requirements
464	26.5—Concrete production and construction
470	26.6—Reinforcement materials and construction requirements
474	26.7—Anchoring to concrete
475	26.8—Embedments 26.9—Additional requirements for precast concrete
476	26.10—Additional requirements for prestressed concrete
478	26.11—Formwork
480	26.12—Concrete evaluation and acceptance
485	26.13—Inspection
489	PART 10: EVALUATION CHAPTER 27—STRENGTH EVALUATION OF EXISTING STRUCTURES 27.1—Scope 27.2—General
490	27.3—Analytical strength evaluation
491	27.4—Strength evaluation by load test
494	27.5—Reduced load rating
495	REFERENCES & APPENDICES COMMENTARY REFERENCES
509	APPENDIX A—STEEL REINFORCEMENT INFORMATION
511	APPENDIX B—EQUIVALENCE BETWEEN SI-METRIC,MKS-METRIC, AND U.S. CUSTOMARY UNITS OF NONHOMOGENOUS EQUATIONS IN THE CODE
519	INDEX

Additional information

Standard Title	318-14: Building Code Requirements for Structural Concrete and Commentary, Sixth Printing – ERRATA as of August 21, 2017
Published Code	ACI
Publication Date	2014
Pages Count	524

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