{"product_id":"aci-318-19-building-code-requirements-for-structural-concrete-and-commentary","title":"ACI 318-19: Building Code Requirements for Structural Concrete and Commentary","description":"\u003csection class=\"top-border med\" id=\"product-description\" data-mce-fragment=\"1\"\u003e\n\u003ch3 data-mce-fragment=\"1\"\u003eDESCRIPTION\u003c\/h3\u003e\n\u003cp data-mce-fragment=\"1\"\u003eThe “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.\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eThe 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.\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eUses 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.\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003e \u003cbr data-mce-fragment=\"1\"\u003e\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eSome 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.\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003e \u003cbr data-mce-fragment=\"1\"\u003e\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eKeywords: 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.\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003e \u003cbr data-mce-fragment=\"1\"\u003e\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003e \u003cbr data-mce-fragment=\"1\"\u003e\u003c\/p\u003e\n\u003c\/section\u003e\n\u003cp\u003e \u003cspan data-mce-fragment=\"1\"\u003e\u003c\/span\u003e\u003cspan data-mce-fragment=\"1\"\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003csection class=\"top-border med\" id=\"product-document-details\" data-mce-fragment=\"1\"\u003e\n\u003ch3 data-mce-fragment=\"1\"\u003eDOCUMENT DETAILS\u003c\/h3\u003e\n\u003cp data-mce-fragment=\"1\"\u003eAuthor: ACI Committee 318\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003ePublication Year: 2019\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003ePages: 624\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eCategories: Codes\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eFormats: Printed Document or Protected PDF\/Web View\u003c\/p\u003e\n\u003c\/section\u003e\n\u003csection class=\"top-border med\" id=\"product-table-of-contents\" data-mce-fragment=\"1\"\u003e\n\u003ch3 data-mce-fragment=\"1\"\u003eTABLE OF CONTENTS\u003c\/h3\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 1—General\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 2—Notation and Terminology\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 3—Referenced Standards\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 4—Structural System Requirements\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 5—Loads\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 6—Structural Analysis\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 7—One-Way Slabs\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 8—Two-Way Slabs\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 9—Beams\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 10—Columns\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 11—Walls\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 12—Diaphragms\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 13—Foundations\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 14—Plain Concrete\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 15—Beam-Column and Slab-Column Joints\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 16—Connections Between Members\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 17—Anchoring to Concrete\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 18—Earthquake-Resistant Structures\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 19—Concrete: Design and Durability Requirements\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 20—Steel Reinforcement Properties, Durability, \u0026amp; Embedments\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 21—Strength Reduction Factors\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 22—Sectional Strength\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 23—Strut-and-Tie Method\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 24—Serviceability\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 25—Reinforcement Details\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 26—Construction Documents and Inspection\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eChapter 27—Strength Evaluation of Existing Structures\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eAppendix A—Design Verification Using Nonlinear Response History Analysis\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eAppendix B—Steel Reinforcement Information\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eAppendix C—Equivalence Between SI-Metric, MKS-Metric, And U.S. Customary Units of Nonhomogenous Equations in the Code\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eCommentary References\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003eIndex\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003e \u003cbr data-mce-fragment=\"1\"\u003e\u003c\/p\u003e\n\u003cp data-mce-fragment=\"1\"\u003e \u003cbr data-mce-fragment=\"1\"\u003e\u003c\/p\u003e\n\u003ch2 data-mce-fragment=\"1\"\u003eProduct details\u003c\/h2\u003e\n\u003cdiv id=\"detailBullets_feature_div\" data-mce-fragment=\"1\"\u003e\n\u003cul class=\"a-unordered-list a-nostyle a-vertical a-spacing-none detail-bullet-list\" data-mce-fragment=\"1\"\u003e\n\u003cli data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-list-item\" data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-text-bold\" data-mce-fragment=\"1\"\u003eLanguage ‏ : ‎\u003cspan data-mce-fragment=\"1\"\u003e \u003c\/span\u003e\u003c\/span\u003e\u003cspan data-mce-fragment=\"1\"\u003eEnglish\u003c\/span\u003e\u003c\/span\u003e\u003c\/li\u003e\n\u003cli data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-list-item\" data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-text-bold\" data-mce-fragment=\"1\"\u003eISBN-10 ‏ : ‎\u003cspan data-mce-fragment=\"1\"\u003e \u003c\/span\u003e\u003c\/span\u003e\u003cspan data-mce-fragment=\"1\"\u003e1641950560\u003c\/span\u003e\u003c\/span\u003e\u003c\/li\u003e\n\u003cli data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-list-item\" data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-text-bold\" data-mce-fragment=\"1\"\u003eISBN-13 ‏ : ‎\u003cspan data-mce-fragment=\"1\"\u003e \u003c\/span\u003e\u003c\/span\u003e\u003cspan data-mce-fragment=\"1\"\u003e978-1641950565\u003c\/span\u003e\u003c\/span\u003e\u003c\/li\u003e\n\u003cli data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-list-item\" data-mce-fragment=\"1\"\u003e\u003cspan class=\"a-text-bold\" data-mce-fragment=\"1\"\u003eItem Weight ‏ : ‎\u003cspan data-mce-fragment=\"1\"\u003e \u003c\/span\u003e\u003c\/span\u003e\u003cspan data-mce-fragment=\"1\"\u003e3.74 pounds\u003c\/span\u003e\u003c\/span\u003e\u003c\/li\u003e\n\u003c\/ul\u003e\n\u003c\/div\u003e\n\u003c\/section\u003e","brand":"The Exam Pros","offers":[{"title":"New Book \/ NO Pre Printed tabs","offer_id":53509484314805,"sku":"bgn1791815053250","price":127.79,"currency_code":"USD","in_stock":true},{"title":"New Book \/ ADD Pre Printed tabs","offer_id":53509484347573,"sku":"kkt1791815053251","price":134.89,"currency_code":"USD","in_stock":true},{"title":"No Book \/ ADD Pre Printed tabs","offer_id":53509484380341,"sku":"obn1791815053252","price":9.3,"currency_code":"USD","in_stock":true},{"title":"Highlighted \u0026 Tabbed Book \/ NO Pre Printed tabs","offer_id":53509484413109,"sku":"noh1791815053253","price":188.99,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0706\/4666\/1301\/files\/aci-318-19-building-code-requirements-for-structural-concrete-and-commentary_1.jpg?v=1791815063","url":"https:\/\/getwearstore.shop\/products\/aci-318-19-building-code-requirements-for-structural-concrete-and-commentary","provider":"My Store","version":"1.0","type":"link"}