Detalles MARC
| 000 -LEADER |
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| fixed length control field |
13857nam a22003977a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
pucpr |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20210430175557.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
210430b2019 aed|| |||| 001 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
1641950560 |
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| International Standard Book Number |
9781641950565 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
pucpr |
| Language of cataloging |
eng |
| Transcribing agency |
pucpr |
| Modifying agency |
pucpr |
| Description conventions |
rda |
| 049 ## - LOCAL HOLDINGS |
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| Holding library |
CARIBET |
| 050 ## - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA683 |
| Item number |
A245 2019 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Edition number |
23 |
| Classification number |
624.18341 |
| 110 ## - MAIN ENTRY--CORPORATE NAME |
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| 9 (RLIN) |
298164 |
| Corporate name or jurisdiction name as entry element |
ACI Committee 318 |
| 245 ## - TITLE STATEMENT |
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| Title |
Building code requirements for structural concrete (ACI 318-19) : |
| Remainder of title |
an ACI standard ; Commentary on building code requirements for structural concrete (ACI 318R-19). |
| Statement of responsibility, etc. |
reported by ACI Committee 318. |
| Medium |
txt |
| 246 ## - VARYING FORM OF TITLE |
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| Title proper/short title |
Works. |
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| Title proper/short title |
ACI standard : Commentary on building code requirements for structural concrete (ACI 318R-19) 2019 : ACI 318-19/ACI 318R-19 ; Building code requirements for structural concrete and commentary. |
| 264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Farmington Hills, MI : |
| Name of producer, publisher, distributor, manufacturer |
American Concrete Institute, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2019 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
623 pages : |
| Other physical details |
ill. ; chats ; tables ; plans ; col. ; |
| Dimensions |
28 cm |
| Type of unit |
book |
| 336 ## - CONTENT TYPE |
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| Source |
rdacontent |
| Content type term |
text |
| Content type code |
txt |
| 337 ## - MEDIA TYPE |
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| Source |
rdamedia |
| Media type term |
unmediaded |
| Media type code |
n |
| 338 ## - CARRIER TYPE |
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| Source |
rdacarrier |
| Carrier type term |
volume |
| Carrier type code |
nc |
| 501 ## - WITH NOTE |
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| With note |
"An ACI standard"--Cover.<br/>"IN-LB : Inch-Pound Units"--Cover.<br/>"ACI 318-19 supersedes ACI 318-14, was adopted May 3, 2019, and published June 2019."<br/>"ACI 318-19, 'Building Code Requirements for Structural Concrete,' hereinafter called the Code or the 2019 Code, and ACI 318R-19, "Commentary," are presented in a side-by-side column format. These are two separate but coordinated documents, with Code text placed in the left column and the corresponding Commentary text aligned in the right column. Commentary section numbers are preceded by an "R" to further distinguish them from Code section numbers. The two documents are bound together solely for the user's convenience. Each document carries a separate enforceable and distinct copyright."--Introduction. |
| 505 ## - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
Chapter 1. General --<br/>1.1—Scope of AC1 318 -- <br/>1.2—General -- <br/>1.3—Purpose -- <br/>1.4—Applicability --<br/>1.5—Interpretation --<br/>1.6 Building official -- <br/>1.7—Licensed design professional -- <br/>1.8—Construction documents and design records -- <br/>1.9—Testing and inspection --<br/>1.10—Approval of special systems of design, construction, or alternative construction materials --<br/>Chapter 2. Notation and Terminology --<br/>2.1—Scope -- <br/>2.2 Notation --<br/>2.3 Terminology --<br/>Chapter 3. Referenced Standards --<br/>3.1—Scope --<br/>3.2 Referenced standards -- <br/>Chapter 4. Structural System Requirements --<br/>4.1—Scope -- <br/>4.2—Materials --<br/>4.3—Design loads -- <br/>4.4--Structural system and load paths -- <br/>4.5—Structural analysis --<br/>4.6—Strength -- <br/>4.7—Serviceability -- <br/>4.8—Durability --<br/>4.9—Sustainability -- <br/>4.10—Structural integrity --<br/>4.11—Fire resistance --<br/>4.12—Requirements for specific types of construction -- <br/>4.13—Construction and inspection --<br/>4.14—Strength evaluation of existing structures --<br/>Chapter 5. Loads --<br/>5.1—Scope -- <br/>5.2—General --<br/>5.3—Load factors and combinations -- <br/>Chapter 6. Structural Analysis --<br/>6.1—Scope --<br/>6.2—General -- <br/>6.3—Modeling assumptions -- <br/>6.4—Arrangement of live load -- <br/>6.5—Simplified method of analysis for nonprestressed continuous beams and one-way slabs -- <br/>6.6—Linear elastic first-order analysis --<br/>6.7—Linear elastic second-order analysis --<br/>6.8—Inelastic analysis --<br/>6.9 Acceptability of finite element analysis --<br/>Chapter 7. One-Way Slabs --<br/>7.1—Scope -- <br/>7.2—General -- <br/>7.3—Design limits --<br/>7.4—Required strength -- <br/>7.5—Design strength --<br/>7.6—Reinforcement limits --<br/>7.7 Reinforcement detailing --<br/>Chapter 8. Two-Way Slabs --<br/>8.1—Scope -- <br/>8.2—General --<br/>8.3—Design limits --<br/>8.4—Required strength -- <br/>8.5—Design strength -- <br/>8.6--Reinforcement limits -- <br/>8.7—Reinforcement detailing -- <br/>8.8—Nonprestressed two-way joist systems --<br/>Chapter 9. Beams --<br/>9.1—Scope -- <br/>9.2—General -- <br/>9.3—Design limits -- <br/>9.4—Required strength -- <br/>9.5—Design strength -- <br/>9.6—Reinforcement limits -- <br/>9.7—Reinforcement detailing -- <br/>9.8—Nonprestressed one-way joist systems -- <br/>9.9—Deep beams --<br/>Chapter 10. Columns --<br/>10.1—Scope --<br/>10.2—General --<br/>10.3 Design limits --<br/>10.4—Required strength -- <br/>10.5—Design strength --<br/>10.6—Reinforcement limits -- <br/>10.7 Reinforcement detailing --<br/>Chapter 11. Walls --<br/>11.1—Scope --<br/>11.2—General --<br/>11.3—Design limits -- <br/>11.4—Required strength --<br/>11.5—Design strength --<br/>11.6—Reinforcement limits -- <br/>11.7—Reinforcement detailing -- <br/>11.8—Alternative method for out-of-plane slender wall analysis --<br/>Chapter 12. Diaphragms --<br/>12.1—Scope --<br/>12.2—Genera -- <br/>12.3—Design limits -- <br/>12.4--Required strength --<br/>12.5—Design strength -- <br/>12.6—Reinforcement limits --<br/>12.7 Reinforcement detailing --<br/>Chapter 13. Foundations --<br/>13.1—Scope --<br/>13.2—General -- <br/>13.3—Shallow foundations -- <br/>13.4—Deep foundations<br/>Chapter 14. Plain Concrete --<br/>14.1 Scope --<br/>14.2—General -- <br/>14.3—Design limits --<br/>14.4—Required strength -- <br/>14.5 Design strength -- <br/>14.6—Reinforcement detailing<br/>Chapter 15. Beam-Column and Slab-Column Joints --<br/>5.1—Scope -- <br/>15.2 General -- <br/>15.3—Detailing of joints -- <br/>15.4—Strength requirements for beam-column joints --<br/>15.5—Transfer of column axial force through the floor system --<br/>Chapter 16. Connections Between Members --<br/>16.1—Scope --<br/>16.2—Connections of precast members -- <br/>16.3—Connections to foundations -- <br/>16.4—Horizontal shear transfer in composite concrete flexural members -- <br/>16.5 Brackets and corbels --<br/>Chapter 17. Anchoring to Concrete --<br/>17.1 Scope --<br/>17.2—General --<br/>17.3—Design Limits -- <br/>17.4—Required strength -- <br/>17.5—Design strengt -- <br/>17.6—Tensile strength --<br/>17.7—Shear strengt --<br/>17.8—Tension and shear interaction -- <br/>17.9 Edge distances, spacings, and thicknesses to preclude splitting failure --<br/>17.10—Earthquake-resistant anchor design requirements --<br/>17.11—Attachments with shear lugs --<br/>Chapter 18. Earthquake-Resistant Structures --<br/>18.1 Scope -- <br/>18.2 General -- <br/>18.3 Ordinary moment frames -- <br/>18.4 Intermediate moment frames --<br/>18.5 Intermediate precast structural walls --<br/>18.6 Beams of special moment frames -- <br/>18.7 Columns of special moment frames -- <br/>18.8 Joints of special moment frames -- <br/>18.9 Special moment frames constructed using precast concrete -- <br/>18.10 Special structural walls --<br/>18.11 Special structural walls constructed using precast concrete --<br/>18.12—Diaphragms and trusses --<br/>18.13—Foundations --<br/>18.14—Members not designated as part of the seismic-force-resisting system --<br/>Chapter 19. Concrete: Design and Durability Requirements --<br/>19.1 Scope -- <br/>19.2—Concrete design properties -- <br/>19.3—Concrete durability requirements --<br/>19.4—Grout durability requirements --<br/>Chapter 20. Steel Reinforcement Properties, Durability, & Embedments --<br/>20.1 Scop -- <br/>20.2 Nonprestressed bars and wiresnd bars --<br/>20.4—Headed shear stud reinforcement -- <br/>20.5—Provisions for durability of steel reinforcement -- <br/>20.6—Embedments --<br/>Chapter 21. Strength Reduction Factors --<br/>21.1 Scope --<br/>21.2 Strength reduction factors for structural concrete members and connections --<br/>Chapter 22. Sectional Strength --<br/>22.1—Scope --<br/>22.2—Design assumptions for moment and axial strength -- <br/>22.3—Flexural strength --<br/>22.4—Axial strength or combined flexural and axial strength -- <br/>22.5—One-way shear strength --<br/>22.6—Two-way shear strength --<br/>22.7—Torsional strength --<br/>22.8—Bearing --<br/>22.9 Shear friction --<br/>Chapter 23. Strut-and-Tie Method --<br/>23.1—Scope -- <br/>23.2—General --<br/>23.3—Design strength --<br/>23.4—Strength of struts -- <br/>23.5—Minimum distributed reinforcement -- <br/>23.6—Strut reinforcement detailing --<br/>23.7 Strength of ties -- <br/>23.8—Tie reinforcement detailing -- <br/>23.9—Strength of nodal zones -- <br/>23.10—Curved-bar nodes --<br/>23.11—Earthquake-resistant design using the strut-and-tie method --<br/>Chapter 24. Serviceability --<br/>24.1 Scope --<br/>24.2—Deflections due to service-level gravity loads --<br/>24.3—Distribution of flexural reinforcement in one-way slabs and beams --<br/>24.4—Shrinkage and temperature reinforcement --<br/>24.5—Permissible stresses in prestressed concrete flexural members --<br/>Chapter 25. Reinforcement Details --<br/>25.1—Scope -- <br/>25.2 Minimum spacing of reinforcement --<br/>25.3—Standard hooks, seismic hooks, crossties, and minimum inside bend diameters -- <br/>25.4—Development of reinforcement -- <br/>25.5—Splices -- <br/>25.6—Bundled reinforcement --<br/>25.7—Transverse reinforcement --<br/>25.8—Post-tensioning anchorages and couplers --<br/>25.9—Anchorage zones for post-tensioned tendons --<br/>Chapter 26. Construction Documents and Inspection --<br/>26.1—Scope -- <br/>26.2—Design criteria --<br/>26.3—Member information --<br/>26.4—Concrete materials and mixture requirements --<br/>26.5—Concrete production and construction -- <br/>26.6—Reinforcement materials and construction require-ments --<br/>26.7—Anchoring to concrete -- <br/>26.8—Embedments -- <br/>26.9—Additional requirements for precast concrete -- <br/>26.10—Additional requirements for prestressed concrete -- <br/>26.11 Formwork --<br/>26.12 Evaluation and acceptance of hardened concrete --<br/>26.13 Inspection --<br/>Chapter 27. Strength Evaluation of Existing Structures --<br/>27.1—Scope -- <br/>27.2—General -- <br/>27.3—Analytical strength evaluation --<br/>27.4—Strength evaluation by load test --<br/>27.5—Monotonic load test procedure --<br/>27.6 Cyclic load test procedure --<br/>Appendix A. Design Verification Using Nonlinear Response History Analysis --<br/>A.1—Notation and terminology --<br/>A.2—Scope --<br/>A.3—General --<br/>A.4—Earthquake ground motions -- <br/>A.5—Load factors and combinations -- <br/>A.6—Modeling and analysis -- <br/>A.7—Action classification and criticality --<br/>A.8—Effective stiffness --<br/>A.9—Expected material strength --<br/>A.10—Acceptance criteria for deformation-controlled actions -- <br/>A.11 Expected strength for force-controlled actions -- <br/>A.12 Enhanced detailing requirements -- <br/>A.13 Independent structural design review --<br/>Appendix B. Steel Reinforcement Information --<br/>Appendix C. Equivalence Between SI-Metric, MKS-Metric, And U.S. Customary Units of Nonhomogenous Equations in the Code --<br/>Commentary References --<br/>Index. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
<br/>"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. 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. Technical changes from ACI 318-14 to ACI 318-19 are outlined in the August 2019 issue of Concrete International and are marked in the text of this Code with change bars in the margins."--Preface. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| 9 (RLIN) |
268449 |
| Topical term or geographic name entry element |
Reinforced concrete construction. |
| General subdivision |
Standards |
| Geographic subdivision |
United States |
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| 9 (RLIN) |
173751 |
| Topical term or geographic name entry element |
Standards, Engineering. |
| Geographic subdivision |
United States |
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| 9 (RLIN) |
298167 |
| Topical term or geographic name entry element |
American Concrete Institute |
| Geographic subdivision |
United States |
|
|---|
| 9 (RLIN) |
66563 |
| Topical term or geographic name entry element |
Building laws |
| Geographic subdivision |
United States |
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|---|
| 9 (RLIN) |
212409 |
| Topical term or geographic name entry element |
Concrete construction |
| General subdivision |
Standards |
| Geographic subdivision |
United States |
| 651 #0 - SUBJECT ADDED ENTRY--GEOGRAPHIC NAME |
|---|
| 9 (RLIN) |
293958 |
| Geographic name |
United States |
| 710 ## - ADDED ENTRY--CORPORATE NAME |
|---|
| 9 (RLIN) |
298165 |
| Corporate name or jurisdiction name as entry element |
American Concrete Institute |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
|---|
| Linkage |
https://drive.google.com/drive/folders/1cCVT0r1eFuzhN2wo0SsLbxM8DrrKCRvi?usp=sharing |
| Public note |
Errata may already be incluided in the print version you own |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Libro |
| Classification part |
TA683 |
| Call number prefix |
Referencia |
| Call number suffix |
A245 2019 |