{"id":202501,"date":"2024-10-19T12:57:09","date_gmt":"2024-10-19T12:57:09","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-318m-2019\/"},"modified":"2024-10-25T05:35:02","modified_gmt":"2024-10-25T05:35:02","slug":"aci-318m-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-318m-2019\/","title":{"rendered":"ACI 318M 2019"},"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 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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nFront Matter <\/td>\n<\/tr>\n
11<\/td>\nChapter 1\u2014General
1.1\u2014Scope of ACI 318
1.2\u2014General
1.3\u2014Purpose <\/td>\n<\/tr>\n
12<\/td>\n1.4\u2014Applicability <\/td>\n<\/tr>\n
14<\/td>\n1.5\u2014Interpretation <\/td>\n<\/tr>\n
15<\/td>\n1.6\u2014Building official
1.7\u2014Licensed design professional
1.8\u2014Construction documents and design records <\/td>\n<\/tr>\n
16<\/td>\n1.9\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
33<\/td>\n2.3\u2014Terminology <\/td>\n<\/tr>\n
49<\/td>\nChapter 3\u2014Referenced Standards
3.1\u2014Scope
3.2\u2014Referenced standards <\/td>\n<\/tr>\n
53<\/td>\nChapter 4\u2014Structural System Requirements
4.1\u2014Scope
4.2\u2014Materials
4.3\u2014Design loads <\/td>\n<\/tr>\n
54<\/td>\n4.4\u2014Structural system and load paths <\/td>\n<\/tr>\n
56<\/td>\n4.5\u2014Structural analysis <\/td>\n<\/tr>\n
57<\/td>\n4.6\u2014Strength <\/td>\n<\/tr>\n
58<\/td>\n4.7\u2014Serviceability
4.8\u2014Durability
4.9\u2014Sustainability
4.10\u2014Structural integrity <\/td>\n<\/tr>\n
59<\/td>\n4.11\u2014Fire resistance
4.12\u2014Requirements for specific types of construction <\/td>\n<\/tr>\n
61<\/td>\n4.13\u2014Construction and inspection
4.14\u2014Strength evaluation of existing structures <\/td>\n<\/tr>\n
63<\/td>\nChapter 5\u2014Loads
5.1\u2014Scope
5.2\u2014General <\/td>\n<\/tr>\n
64<\/td>\n5.3\u2014Load factors and combinations <\/td>\n<\/tr>\n
69<\/td>\nChapter 6\u2014Structural Analysis
6.1\u2014Scope
6.2\u2014General <\/td>\n<\/tr>\n
74<\/td>\n6.3\u2014Modeling assumptions <\/td>\n<\/tr>\n
75<\/td>\n6.4\u2014Arrangement of live load <\/td>\n<\/tr>\n
76<\/td>\n6.5\u2014Simplified method of analysis for nonprestressed continuous beams and one-way slabs <\/td>\n<\/tr>\n
77<\/td>\n6.6\u2014Linear elastic first-order analysis <\/td>\n<\/tr>\n
86<\/td>\n6.7\u2014Linear elastic second-order analysis <\/td>\n<\/tr>\n
87<\/td>\n6.8\u2014Inelastic analysis <\/td>\n<\/tr>\n
88<\/td>\n6.9\u2014Acceptability of finite element analysis <\/td>\n<\/tr>\n
91<\/td>\nChapter 7\u2014One-Way Slabs
7.1\u2014Scope
7.2\u2014General
7.3\u2014Design limits <\/td>\n<\/tr>\n
93<\/td>\n7.4\u2014Required strength
7.5\u2014Design strength <\/td>\n<\/tr>\n
94<\/td>\n7.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
96<\/td>\n7.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
101<\/td>\nChapter 8\u2014Two-Way Slabs
8.1\u2014Scope
8.2\u2014General <\/td>\n<\/tr>\n
102<\/td>\n8.3\u2014Design limits <\/td>\n<\/tr>\n
105<\/td>\n8.4\u2014Required strength <\/td>\n<\/tr>\n
111<\/td>\n8.5\u2014Design strength <\/td>\n<\/tr>\n
112<\/td>\n8.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
115<\/td>\n8.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
127<\/td>\n8.8\u2014Nonprestressed two-way joist systems <\/td>\n<\/tr>\n
129<\/td>\nChapter 9\u2014Beams
9.1\u2014Scope
9.2\u2014General <\/td>\n<\/tr>\n
130<\/td>\n9.3\u2014Design limits <\/td>\n<\/tr>\n
132<\/td>\n9.4\u2014Required strength <\/td>\n<\/tr>\n
135<\/td>\n9.5\u2014Design strength <\/td>\n<\/tr>\n
137<\/td>\n9.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
141<\/td>\n9.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
153<\/td>\n9.8\u2014Nonprestressed one-way joist systems <\/td>\n<\/tr>\n
154<\/td>\n9.9\u2014Deep beams <\/td>\n<\/tr>\n
157<\/td>\nChapter 10\u2014Columns
10.1\u2014Scope
10.2\u2014General
10.3\u2014Design limits <\/td>\n<\/tr>\n
158<\/td>\n10.4\u2014Required strength <\/td>\n<\/tr>\n
159<\/td>\n10.5\u2014Design strength <\/td>\n<\/tr>\n
160<\/td>\n10.6\u2014Reinforcement limits
10.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
167<\/td>\nChapter 11\u2014Walls
11.1\u2014Scope
11.2\u2014General <\/td>\n<\/tr>\n
168<\/td>\n11.3\u2014Design limits
11.4\u2014Required strength <\/td>\n<\/tr>\n
169<\/td>\n11.5\u2014Design strength <\/td>\n<\/tr>\n
172<\/td>\n11.6\u2014Reinforcement limits <\/td>\n<\/tr>\n
173<\/td>\n11.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
174<\/td>\n11.8\u2014Alternative method for out-of-plane slender wall analysis <\/td>\n<\/tr>\n
177<\/td>\nChapter 12\u2014Diaphragms
12.1\u2014Scope <\/td>\n<\/tr>\n
178<\/td>\n12.2\u2014General <\/td>\n<\/tr>\n
179<\/td>\n12.3\u2014Design limits <\/td>\n<\/tr>\n
180<\/td>\n12.4\u2014Required strength <\/td>\n<\/tr>\n
183<\/td>\n12.5\u2014Design strength <\/td>\n<\/tr>\n
190<\/td>\n12.6\u2014Reinforcement limits
12.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
193<\/td>\nChapter 13\u2014Foundations
13.1\u2014Scope <\/td>\n<\/tr>\n
195<\/td>\n13.2\u2014General <\/td>\n<\/tr>\n
199<\/td>\n13.3\u2014Shallow foundations <\/td>\n<\/tr>\n
201<\/td>\n13.4\u2014Deep foundations <\/td>\n<\/tr>\n
205<\/td>\nChapter 14\u2014Plain Concrete
14.1\u2014Scope <\/td>\n<\/tr>\n
206<\/td>\n14.2\u2014General
14.3\u2014Design limits <\/td>\n<\/tr>\n
208<\/td>\n14.4\u2014Required strength <\/td>\n<\/tr>\n
209<\/td>\n14.5\u2014Design strength <\/td>\n<\/tr>\n
212<\/td>\n14.6\u2014Reinforcement detailing <\/td>\n<\/tr>\n
213<\/td>\nChapter 15\u2014Beam-Column and Slab-Column Joints
15.1\u2014Scope
15.2\u2014General <\/td>\n<\/tr>\n
214<\/td>\n15.3\u2014Detailing of joints <\/td>\n<\/tr>\n
215<\/td>\n15.4\u2014Strength requirements for beam-column joints <\/td>\n<\/tr>\n
216<\/td>\n15.5\u2014Transfer of column axial force through the floor system <\/td>\n<\/tr>\n
219<\/td>\nChapter 16\u2014Connections Between Members
16.1\u2014Scope
16.2\u2014Connections of precast members <\/td>\n<\/tr>\n
224<\/td>\n16.3\u2014Connections to foundations <\/td>\n<\/tr>\n
227<\/td>\n16.4\u2014Horizontal shear transfer in composite concrete flexural members <\/td>\n<\/tr>\n
229<\/td>\n16.5\u2014Brackets and corbels <\/td>\n<\/tr>\n
235<\/td>\nChapter 17\u2014Anchoring to Concrete
17.1\u2014Scope <\/td>\n<\/tr>\n
236<\/td>\n17.2\u2014General <\/td>\n<\/tr>\n
237<\/td>\n17.3\u2014Design Limits <\/td>\n<\/tr>\n
238<\/td>\n17.4\u2014Required strength
17.5\u2014Design strength <\/td>\n<\/tr>\n
248<\/td>\n17.6\u2014Tensile strength <\/td>\n<\/tr>\n
263<\/td>\n17.7\u2014Shear strength <\/td>\n<\/tr>\n
272<\/td>\n17.8\u2014Tension and shear interaction
17.9\u2014Edge distances, spacings, and thicknesses to preclude splitting failure <\/td>\n<\/tr>\n
274<\/td>\n17.10\u2014Earthquake-resistant anchor design requirements <\/td>\n<\/tr>\n
279<\/td>\n17.11\u2014Attachments with shear lugs <\/td>\n<\/tr>\n
287<\/td>\nChapter 18\u2014Earthquake-Resistant Structures
18.1\u2014Scope
18.2\u2014General <\/td>\n<\/tr>\n
293<\/td>\n18.3\u2014Ordinary moment frames <\/td>\n<\/tr>\n
294<\/td>\n18.4\u2014Intermediate moment frames <\/td>\n<\/tr>\n
301<\/td>\n18.5\u2014Intermediate precast structural walls
18.6\u2014Beams of special moment frames <\/td>\n<\/tr>\n
307<\/td>\n18.7\u2014Columns of special moment frames <\/td>\n<\/tr>\n
313<\/td>\n18.8\u2014Joints of special moment frames <\/td>\n<\/tr>\n
316<\/td>\n18.9\u2014Special moment frames constructed using precast concrete <\/td>\n<\/tr>\n
319<\/td>\n18.10\u2014Special structural walls <\/td>\n<\/tr>\n
338<\/td>\n18.11\u2014Special structural walls constructed using precast concrete
18.12\u2014Diaphragms and trusses <\/td>\n<\/tr>\n
345<\/td>\n18.13\u2014Foundations <\/td>\n<\/tr>\n
353<\/td>\n18.14\u2014Members not designated as part of the seismic-force-resisting system <\/td>\n<\/tr>\n
357<\/td>\nChapter 19\u2014Concrete: Design and Durability Requirements
19.1\u2014Scope
19.2\u2014Concrete design properties <\/td>\n<\/tr>\n
359<\/td>\n19.3\u2014Concrete durability requirements <\/td>\n<\/tr>\n
371<\/td>\n19.4\u2014Grout durability requirements <\/td>\n<\/tr>\n
373<\/td>\nChapter 20\u2014Steel Reinforcement Properties, Durability, & Embedments
20.1\u2014Scope
20.2\u2014Nonprestressed bars and wires <\/td>\n<\/tr>\n
380<\/td>\n20.3\u2014Prestressing strands, wires, and bars <\/td>\n<\/tr>\n
384<\/td>\n20.4\u2014Headed shear stud reinforcement
20.5\u2014Provisions for durability of steel reinforcement <\/td>\n<\/tr>\n
392<\/td>\n20.6\u2014Embedments <\/td>\n<\/tr>\n
393<\/td>\nChapter 21\u2014Strength Reduction Factors
21.1\u2014Scope
21.2\u2014Strength reduction factors for structural concrete members and connections <\/td>\n<\/tr>\n
399<\/td>\nChapter 22\u2014Sectional Strength
22.1\u2014Scope
22.2\u2014Design assumptions for moment and axial strength <\/td>\n<\/tr>\n
401<\/td>\n22.3\u2014Flexural strength <\/td>\n<\/tr>\n
402<\/td>\n22.4\u2014Axial strength or combined flexural and axial strength <\/td>\n<\/tr>\n
403<\/td>\n22.5\u2014One-way shear strength <\/td>\n<\/tr>\n
413<\/td>\n22.6\u2014Two-way shear strength <\/td>\n<\/tr>\n
422<\/td>\n22.7\u2014Torsional strength <\/td>\n<\/tr>\n
430<\/td>\n22.8\u2014Bearing <\/td>\n<\/tr>\n
432<\/td>\n22.9\u2014Shear friction <\/td>\n<\/tr>\n
437<\/td>\nChapter 23\u2014Strut-and-Tie Method
23.1\u2014Scope <\/td>\n<\/tr>\n
438<\/td>\n23.2\u2014General <\/td>\n<\/tr>\n
445<\/td>\n23.3\u2014Design strength
23.4\u2014Strength of struts <\/td>\n<\/tr>\n
447<\/td>\n23.5\u2014Minimum distributed reinforcement <\/td>\n<\/tr>\n
448<\/td>\n23.6\u2014Strut reinforcement detailing <\/td>\n<\/tr>\n
449<\/td>\n23.7\u2014Strength of ties
23.8\u2014Tie reinforcement detailing <\/td>\n<\/tr>\n
450<\/td>\n23.9\u2014Strength of nodal zones <\/td>\n<\/tr>\n
451<\/td>\n23.10\u2014Curved-bar nodes <\/td>\n<\/tr>\n
454<\/td>\n23.11\u2014Earthquake-resistant design using the strut-and-tie method <\/td>\n<\/tr>\n
457<\/td>\nChapter 24\u2014Serviceability
24.1\u2014Scope
24.2\u2014Deflections due to service-level gravity loads <\/td>\n<\/tr>\n
462<\/td>\n24.3\u2014Distribution of flexural reinforcement in one-way slabs and beams <\/td>\n<\/tr>\n
463<\/td>\n24.4\u2014Shrinkage and temperature reinforcement <\/td>\n<\/tr>\n
465<\/td>\n24.5\u2014Permissible stresses in prestressed concrete flexural members <\/td>\n<\/tr>\n
469<\/td>\nChapter 25\u2014Reinforcement Details
25.1\u2014Scope
25.2\u2014Minimum spacing of reinforcement <\/td>\n<\/tr>\n
471<\/td>\n25.3\u2014Standard hooks, seismic hooks, crossties, and minimum inside bend diameters <\/td>\n<\/tr>\n
473<\/td>\n25.4\u2014Development of reinforcement <\/td>\n<\/tr>\n
490<\/td>\n25.5\u2014Splices <\/td>\n<\/tr>\n
495<\/td>\n25.6\u2014Bundled reinforcement <\/td>\n<\/tr>\n
496<\/td>\n25.7\u2014Transverse reinforcement <\/td>\n<\/tr>\n
506<\/td>\n25.8\u2014Post-tensioning anchorages and couplers <\/td>\n<\/tr>\n
507<\/td>\n25.9\u2014Anchorage zones for post-tensioned tendons <\/td>\n<\/tr>\n
517<\/td>\nChapter 26\u2014Construction Documents and Inspection
26.1\u2014Scope <\/td>\n<\/tr>\n
518<\/td>\n26.2\u2014Design criteria <\/td>\n<\/tr>\n
519<\/td>\n26.3\u2014Member information
26.4\u2014Concrete materials and mixture requirements <\/td>\n<\/tr>\n
530<\/td>\n26.5\u2014Concrete production and construction <\/td>\n<\/tr>\n
537<\/td>\n26.6\u2014Reinforcement materials and construction requirements <\/td>\n<\/tr>\n
542<\/td>\n26.7\u2014Anchoring to concrete <\/td>\n<\/tr>\n
544<\/td>\n26.8\u2014Embedments <\/td>\n<\/tr>\n
545<\/td>\n26.9\u2014Additional requirements for precast concrete <\/td>\n<\/tr>\n
546<\/td>\n26.10\u2014Additional requirements for prestressed concrete <\/td>\n<\/tr>\n
548<\/td>\n26.11\u2014Formwork <\/td>\n<\/tr>\n
550<\/td>\n26.12\u2014Evaluation and acceptance of hardened concrete <\/td>\n<\/tr>\n
556<\/td>\n26.13\u2014Inspection <\/td>\n<\/tr>\n
561<\/td>\nChapter 27\u2014Strength Evaluation of Existing Structures
27.1\u2014Scope
27.2\u2014General <\/td>\n<\/tr>\n
562<\/td>\n27.3\u2014Analytical strength evaluation <\/td>\n<\/tr>\n
563<\/td>\n27.4\u2014Strength evaluation by load test <\/td>\n<\/tr>\n
564<\/td>\n27.5\u2014Monotonic load test procedure <\/td>\n<\/tr>\n
566<\/td>\n27.6\u2014Cyclic load test procedure <\/td>\n<\/tr>\n
569<\/td>\nAppendix A\u2014A\u00a0Design Verification Using Nonlinear Response History Analysis
A.1\u2014Notation and terminology
A.2\u2014Scope <\/td>\n<\/tr>\n
570<\/td>\nA.3\u2014General
A.4\u2014Earthquake ground motions <\/td>\n<\/tr>\n
571<\/td>\nA.5\u2014Load factors and combinations
A.6\u2014Modeling and analysis <\/td>\n<\/tr>\n
572<\/td>\nA.7\u2014Action classification and criticality <\/td>\n<\/tr>\n
573<\/td>\nA.8\u2014Effective stiffness <\/td>\n<\/tr>\n
575<\/td>\nA.9\u2014Expected material strength <\/td>\n<\/tr>\n
576<\/td>\nA.10\u2014Acceptance criteria for deformation-controlled actions <\/td>\n<\/tr>\n
578<\/td>\nA.11\u2014Expected strength for force-controlled actions <\/td>\n<\/tr>\n
579<\/td>\nA.12\u2014Enhanced detailing requirements <\/td>\n<\/tr>\n
580<\/td>\nA.13\u2014Independent structural design review <\/td>\n<\/tr>\n
583<\/td>\nAppendix B\u2014Steel Reinforcement Information <\/td>\n<\/tr>\n
587<\/td>\nAppendix C\u2014Equivalence Between SI-Metric, MKS-Metric, And U.S. Customary Units of Nonhomogenous Equations in the Code
\n <\/td>\n<\/tr>\n
597<\/td>\nCommentary References <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

318M-19: Student Price – Building Code Requirements for Structural Concrete and Commentary, Metric<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2019<\/td>\n628<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":202504,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-202501","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\/202501","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\/202504"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=202501"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=202501"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=202501"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}