{"id":191128,"date":"2024-10-19T12:04:38","date_gmt":"2024-10-19T12:04:38","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-318-14-2\/"},"modified":"2024-10-25T04:32:51","modified_gmt":"2024-10-25T04:32:51","slug":"aci-318-14-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-318-14-2\/","title":{"rendered":"ACI 318 14"},"content":{"rendered":"

The \u201cBuilding Code Requirements for Structural Concrete\u201d (\u201cCode\u201d) 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. \u201cBuilding Code Requirements for Concrete Thin Shells\u201d (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<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
3<\/td>\nACI Committee 318 <\/td>\n<\/tr>\n
4<\/td>\nCopyright <\/td>\n<\/tr>\n
5<\/td>\nPREFACE TO ACI 318-14
KEYWORDS
NOTES FROM THE PUBLISHER <\/td>\n<\/tr>\n
6<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
11<\/td>\nPART 1: GENERAL
CHAPTER 1\u2014GENERAL
1.1\u2014Scope of ACI 318
1.2\u2014General <\/td>\n<\/tr>\n
12<\/td>\n1.3\u2014Purpose
1.4\u2014Applicability <\/td>\n<\/tr>\n
13<\/td>\n1.5\u2014Interpretation <\/td>\n<\/tr>\n
14<\/td>\n1.6\u2014Building official <\/td>\n<\/tr>\n
15<\/td>\n1.7\u2014Licensed design professional
1.8\u2014Construction documents and design records
1.9\u2014Testing and inspection
1.10\u2014Approval of special systems of design, construction, or alternative construction materials <\/td>\n<\/tr>\n
17<\/td>\nCHAPTER 2\u2014NOTATION AND TERMINOLOGY
2.1\u2014Scope
2.2\u2014Notation <\/td>\n<\/tr>\n
32<\/td>\n2.3\u2014Terminology <\/td>\n<\/tr>\n
47<\/td>\nCHAPTER 3\u2014REFERENCED STANDARDS
3.1\u2014Scope
3.2\u2014Referenced standards <\/td>\n<\/tr>\n
51<\/td>\nCHAPTER 4\u2014STRUCTURAL SYSTEM REQUIREMENTS
4.1\u2014Scope
4.2\u2014Materials
4.3\u2014Design loads
4.4\u2014Structural system and load paths <\/td>\n<\/tr>\n
54<\/td>\n4.5\u2014Structural analysis
4.6\u2014Strength <\/td>\n<\/tr>\n
55<\/td>\n4.7\u2014Serviceability
4.8\u2014Durability
4.9\u2014Sustainability <\/td>\n<\/tr>\n
56<\/td>\n4.10\u2014Structural integrity
4.11\u2014Fire resistance
4.12\u2014Requirements for specific types of construction <\/td>\n<\/tr>\n
58<\/td>\n4.13\u2014Construction and inspection
4.14\u2014Strength evaluation of existing structures <\/td>\n<\/tr>\n
59<\/td>\nPART 2: LOADS & ANALYSIS
CHAPTER 5\u2014LOADS
5.1\u2014Scope
5.2\u2014General <\/td>\n<\/tr>\n
60<\/td>\n5.3\u2014Load factors and combinations <\/td>\n<\/tr>\n
65<\/td>\nCHAPTER 6\u2014STRUCTURAL ANALYSIS
6.1\u2014Scope
6.2\u2014General
6.2\u2014General <\/td>\n<\/tr>\n
70<\/td>\n6.3\u2014Modeling assumptions <\/td>\n<\/tr>\n
71<\/td>\n6.4\u2014Arrangement of live load <\/td>\n<\/tr>\n
72<\/td>\n6.5\u2014Simplified method of analysis for nonprestressed continuous beams and one-way slabs <\/td>\n<\/tr>\n
73<\/td>\n6.6\u2014First-order analysis <\/td>\n<\/tr>\n
81<\/td>\n6.7\u2014Elastic second-order analysis <\/td>\n<\/tr>\n
83<\/td>\n6.8\u2014Inelastic second-order analysis
6.9\u2014Acceptability of finite element analysis <\/td>\n<\/tr>\n
85<\/td>\nPART 3: MEMBERS
CHAPTER 7\u2014ONE-WAY SLABS
7.1\u2014Scope
7.2\u2014General
7.3\u2014Design limits <\/td>\n<\/tr>\n
87<\/td>\n7.4\u2014Required strength
7.5\u2014Design strength <\/td>\n<\/tr>\n
88<\/td>\n7.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
90<\/td>\n7.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
95<\/td>\nCHAPTER 8\u2014TWO-WAY SLABS
8.1\u2014Scope
8.2\u2014General <\/td>\n<\/tr>\n
96<\/td>\n8.3\u2014Design limits <\/td>\n<\/tr>\n
99<\/td>\n8.4\u2014Required strength <\/td>\n<\/tr>\n
104<\/td>\n8.5\u2014Design strength <\/td>\n<\/tr>\n
105<\/td>\n8.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
108<\/td>\n8.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
119<\/td>\n8.8\u2014Nonprestressed two-way joist systems <\/td>\n<\/tr>\n
120<\/td>\n8.9\u2014Lift-slab construction
8.10\u2014Direct design method <\/td>\n<\/tr>\n
126<\/td>\n8.11\u2014Equivalent frame method <\/td>\n<\/tr>\n
131<\/td>\nCHAPTER 9\u2014BEAMS
9.1\u2014Scope
9.2\u2014General <\/td>\n<\/tr>\n
132<\/td>\n9.3\u2014Design limits <\/td>\n<\/tr>\n
134<\/td>\n9.4\u2014Required strength <\/td>\n<\/tr>\n
136<\/td>\n9.5\u2014Design strength <\/td>\n<\/tr>\n
138<\/td>\n9.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
142<\/td>\n9.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
151<\/td>\n9.8\u2014Nonprestressed one-way joist systems <\/td>\n<\/tr>\n
153<\/td>\n9.9\u2014Deep beams <\/td>\n<\/tr>\n
155<\/td>\nCHAPTER 10\u2014COLUMNS
10.1\u2014Scope
10.2\u2014General
10.3\u2014Design limits <\/td>\n<\/tr>\n
156<\/td>\n10.4\u2014Required strength <\/td>\n<\/tr>\n
157<\/td>\n10.5\u2014Design strength <\/td>\n<\/tr>\n
158<\/td>\n10.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
159<\/td>\n10.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
165<\/td>\nCHAPTER 11\u2014WALLS
11.1\u2014Scope
11.2\u2014General <\/td>\n<\/tr>\n
166<\/td>\n11.3\u2014Design limits
11.4\u2014Required strength <\/td>\n<\/tr>\n
167<\/td>\n11.5\u2014Design strength <\/td>\n<\/tr>\n
170<\/td>\n11.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
171<\/td>\n11.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
173<\/td>\n11.8\u2014Alternative method for out-of-plane slender wall analysis <\/td>\n<\/tr>\n
175<\/td>\nCHAPTER 12\u2014DIAPHRAGMS
12.1\u2014Scope
12.2\u2014General <\/td>\n<\/tr>\n
177<\/td>\n12.3\u2014Design limits
12.4\u2014Required strength <\/td>\n<\/tr>\n
180<\/td>\n12.5\u2014Design strength <\/td>\n<\/tr>\n
187<\/td>\n12.6\u2014Reinforcement limits
12.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
189<\/td>\nCHAPTER 13\u2014FOUNDATIONS
13.1\u2014Scope <\/td>\n<\/tr>\n
191<\/td>\n13.2\u2014General <\/td>\n<\/tr>\n
194<\/td>\n13.3\u2014Shallow foundations <\/td>\n<\/tr>\n
195<\/td>\n13.4\u2014Deep foundations <\/td>\n<\/tr>\n
197<\/td>\nCHAPTER 14\u2014PLAIN CONCRETE
14.1\u2014Scope <\/td>\n<\/tr>\n
198<\/td>\n14.2\u2014General
14.3\u2014Design limits <\/td>\n<\/tr>\n
200<\/td>\n14.4\u2014Required strength <\/td>\n<\/tr>\n
201<\/td>\n14.5\u2014Design strength <\/td>\n<\/tr>\n
204<\/td>\n14.6\u2014Reinforcement detailing <\/td>\n<\/tr>\n
205<\/td>\nPART 4: JOINTS\/CONNECTIONS\/ANCHORS
CHAPTER 15\u2014BEAM-COLUMN AND
\nSLAB\u2011COLUMN JOINTS
15.1\u2014Scope
15.2\u2014General
15.3\u2014Transfer of column axial force through the floor system <\/td>\n<\/tr>\n
206<\/td>\n15.4\u2014Detailing of joints <\/td>\n<\/tr>\n
207<\/td>\nCHAPTER 16\u2014CONNECTIONS BETWEEN MEMBERS
16.1\u2014Scope
16.2\u2014Connections of precast members <\/td>\n<\/tr>\n
211<\/td>\n16.3\u2014Connections to foundations <\/td>\n<\/tr>\n
214<\/td>\n16.4\u2014Horizontal shear transfer in composite concrete flexural members <\/td>\n<\/tr>\n
216<\/td>\n16.5\u2014Brackets and corbels <\/td>\n<\/tr>\n
223<\/td>\nCHAPTER 17\u2014ANCHORING TO CONCRETE
17.1\u2014Scope <\/td>\n<\/tr>\n
224<\/td>\n17.2\u2014General <\/td>\n<\/tr>\n
230<\/td>\n17.3\u2014General requirements for strength of anchors <\/td>\n<\/tr>\n
236<\/td>\n17.4\u2014Design requirements for tensile loading <\/td>\n<\/tr>\n
249<\/td>\n17.5\u2014Design requirements for shear loading <\/td>\n<\/tr>\n
260<\/td>\n17.6\u2014Interaction of tensile and shear forces
17.7\u2014Required edge distances, spacings, and thicknesses to preclude splitting failure <\/td>\n<\/tr>\n
262<\/td>\n17.8\u2014Installation and inspection of anchors <\/td>\n<\/tr>\n
265<\/td>\nPART 5: EARTHQUAKE RESISTANCE
CHAPTER 18\u2014EARTHQUAKE-RESISTANT
\nSTRUCTURES
18.1\u2014Scope
18.2\u2014General <\/td>\n<\/tr>\n
271<\/td>\n18.3\u2014Ordinary moment frames
18.4\u2014Intermediate moment frames <\/td>\n<\/tr>\n
276<\/td>\n18.5\u2014Intermediate precast structural walls <\/td>\n<\/tr>\n
277<\/td>\n18.6\u2014Beams of special moment frames <\/td>\n<\/tr>\n
282<\/td>\n18.7\u2014Columns of special moment frames <\/td>\n<\/tr>\n
287<\/td>\n18.8\u2014Joints of special moment frames <\/td>\n<\/tr>\n
291<\/td>\n18.9\u2014Special moment frames constructed using precast concrete <\/td>\n<\/tr>\n
294<\/td>\n18.10\u2014Special structural walls <\/td>\n<\/tr>\n
306<\/td>\n18.11\u2014Special structural walls constructed using precast concrete
18.12\u2014Diaphragms and trusses <\/td>\n<\/tr>\n
312<\/td>\n18.13\u2014Foundations <\/td>\n<\/tr>\n
314<\/td>\n18.14\u2014Members not designated as part of the seismic-force-resisting system <\/td>\n<\/tr>\n
317<\/td>\nPART 6: MATERIALS & DURABILITY
CHAPTER 19\u2014CONCRETE: DESIGN AND
\nDURABILITY REQUIREMENTS
19.1\u2014Scope
19.2\u2014Concrete design properties <\/td>\n<\/tr>\n
318<\/td>\n19.3\u2014Concrete durability requirements <\/td>\n<\/tr>\n
326<\/td>\n19.4\u2014Grout durability requirements <\/td>\n<\/tr>\n
327<\/td>\nCHAPTER 20\u2014STEEL REINFORCEMENT
\nPROPERTIES, DURABILITY, AND EMBEDMENTS
20.1\u2014Scope
20.2\u2014Nonprestressed bars and wires <\/td>\n<\/tr>\n
332<\/td>\n20.3\u2014Prestressing strands, wires, and bars <\/td>\n<\/tr>\n
335<\/td>\n20.4\u2014Structural steel, pipe, and tubing for composite columns <\/td>\n<\/tr>\n
336<\/td>\n20.5\u2014Headed shear stud reinforcement
20.6\u2014Provisions for durability of steel reinforcement <\/td>\n<\/tr>\n
341<\/td>\n20.7\u2014Embedments <\/td>\n<\/tr>\n
343<\/td>\nPART 7: STRENGTH & SERVICEABILITY
CHAPTER 21\u2014STRENGTH REDUCTION FACTORS
21.1\u2014Scope
21.2\u2014Strength reduction factors for structural concrete members and connections <\/td>\n<\/tr>\n
349<\/td>\n22.2\u2014Design assumptions for moment and axial strength
CHAPTER 22\u2014SECTIONAL STRENGTH
22.1\u2014Scope <\/td>\n<\/tr>\n
351<\/td>\n22.3\u2014Flexural strength <\/td>\n<\/tr>\n
352<\/td>\n22.4\u2014Axial strength or combined flexural and axial strength <\/td>\n<\/tr>\n
353<\/td>\n22.5\u2014One-way shear strength <\/td>\n<\/tr>\n
362<\/td>\n22.6\u2014Two-way shear strength <\/td>\n<\/tr>\n
373<\/td>\n22.7\u2014Torsional strength <\/td>\n<\/tr>\n
380<\/td>\n22.8\u2014Bearing <\/td>\n<\/tr>\n
382<\/td>\n22.9\u2014Shear friction <\/td>\n<\/tr>\n
387<\/td>\nCHAPTER 23\u2014STRUT-AND-TIE MODELS
23.1\u2014Scope <\/td>\n<\/tr>\n
388<\/td>\n23.2\u2014General <\/td>\n<\/tr>\n
394<\/td>\n23.3\u2014Design strength
23.4\u2014Strength of struts <\/td>\n<\/tr>\n
396<\/td>\n23.5\u2014Reinforcement crossing bottle-shaped struts <\/td>\n<\/tr>\n
397<\/td>\n23.6\u2014Strut reinforcement detailing
23.7\u2014Strength of ties <\/td>\n<\/tr>\n
398<\/td>\n23.8\u2014Tie reinforcement detailing <\/td>\n<\/tr>\n
399<\/td>\n23.9\u2014Strength of nodal zones <\/td>\n<\/tr>\n
401<\/td>\nCHAPTER 24\u2014SERVICEABILITY REQUIREMENTS
24.1\u2014Scope
24.2\u2014Deflections due to service-level gravity loads <\/td>\n<\/tr>\n
405<\/td>\n24.3\u2014Distribution of flexural reinforcement in oneway slabs and beams <\/td>\n<\/tr>\n
407<\/td>\n24.4\u2014Shrinkage and temperature reinforcement <\/td>\n<\/tr>\n
409<\/td>\n24.5\u2014Permissible stresses in prestressed concrete flexural members <\/td>\n<\/tr>\n
413<\/td>\nPART 8: REINFORCEMENT
CHAPTER 25\u2014REINFORCEMENT DETAILS
25.1\u2014Scope
25.2\u2014Minimum spacing of reinforcement <\/td>\n<\/tr>\n
414<\/td>\n25.3\u2014Standard hooks, seismic hooks, crossties, and minimum inside bend diameters <\/td>\n<\/tr>\n
416<\/td>\n25.4\u2014Development of reinforcement <\/td>\n<\/tr>\n
430<\/td>\n25.5\u2014Splices <\/td>\n<\/tr>\n
435<\/td>\n25.6\u2014Bundled reinforcement <\/td>\n<\/tr>\n
436<\/td>\n25.7\u2014Transverse reinforcement <\/td>\n<\/tr>\n
445<\/td>\n25.8\u2014Post-tensioning anchorages and couplers
25.9\u2014Anchorage zones for post-tensioned tendons <\/td>\n<\/tr>\n
455<\/td>\nPART 9: CONSTRUCTION
CHAPTER 26\u2014CONSTRUCTION DOCUMENTS
\nAND INSPECTION
26.1\u2014Scope <\/td>\n<\/tr>\n
457<\/td>\n26.2\u2014Design criteria
26.3\u2014Member information
26.4\u2014Concrete materials and mixture requirements <\/td>\n<\/tr>\n
464<\/td>\n26.5\u2014Concrete production and construction <\/td>\n<\/tr>\n
470<\/td>\n26.6\u2014Reinforcement materials and construction requirements <\/td>\n<\/tr>\n
474<\/td>\n26.7\u2014Anchoring to concrete <\/td>\n<\/tr>\n
475<\/td>\n26.8\u2014Embedments
26.9\u2014Additional requirements for precast concrete <\/td>\n<\/tr>\n
476<\/td>\n26.10\u2014Additional requirements for prestressed concrete <\/td>\n<\/tr>\n
478<\/td>\n26.11\u2014Formwork <\/td>\n<\/tr>\n
480<\/td>\n26.12\u2014Concrete evaluation and acceptance <\/td>\n<\/tr>\n
485<\/td>\n26.13\u2014Inspection <\/td>\n<\/tr>\n
489<\/td>\nPART 10: EVALUATION
CHAPTER 27\u2014STRENGTH EVALUATION OF
\nEXISTING STRUCTURES
27.1\u2014Scope
27.2\u2014General <\/td>\n<\/tr>\n
490<\/td>\n27.3\u2014Analytical strength evaluation <\/td>\n<\/tr>\n
491<\/td>\n27.4\u2014Strength evaluation by load test <\/td>\n<\/tr>\n
494<\/td>\n27.5\u2014Reduced load rating <\/td>\n<\/tr>\n
495<\/td>\nREFERENCES & APPENDICES
COMMENTARY REFERENCES <\/td>\n<\/tr>\n
509<\/td>\nAPPENDIX A\u2014STEEL REINFORCEMENT INFORMATION <\/td>\n<\/tr>\n
511<\/td>\nAPPENDIX B\u2014EQUIVALENCE BETWEEN SI-METRIC,MKS-METRIC, AND U.S. CUSTOMARY UNITS OF NONHOMOGENOUS EQUATIONS IN THE CODE <\/td>\n<\/tr>\n
519<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

318-14: Building Code Requirements for Structural Concrete and Commentary, Sixth Printing – ERRATA as of August 21, 2017<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2014<\/td>\n524<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":191133,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-191128","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/191128","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/191133"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=191128"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=191128"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=191128"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}