{"id":160796,"date":"2024-10-19T09:39:33","date_gmt":"2024-10-19T09:39:33","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-349-13\/"},"modified":"2024-10-25T01:58:12","modified_gmt":"2024-10-25T01:58:12","slug":"aci-349-13","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-349-13\/","title":{"rendered":"ACI 349 13"},"content":{"rendered":"

This standard covers the proper design and construction of concrete structures that form part of a nuclear power plant and that have nuclear safety-related functions, but does not cover concrete reactor vessels and concrete containment structures (as defined by Joint ACI-ASME Committee 359). The structures covered by the Code include concrete structures inside and outside the containment system. This Code may be referenced and applied subject to agreement between the owner and the Regulatory Authority. All notation sections have been removed from the beginning of each chapter and consolidated into one list in Chapter 2. The format of this Code is based on the \u201cBuilding Code Requirements for Structural Concrete (ACI 318-08)\u201d and incorporates recent revisions of that standard. The commentary, which is presented after the Code, discusses some of the considerations of ACI Committee 349 in developing \u201cCode Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13).\u201d This information is provided in the commentary because the Code is written as a legal document and therefore cannot present background details or suggestions for carrying out its requirements. Keywords: anchorage; authority having jurisdiction (AHJ); beam-column frame; beams; building codes; columns; composite construction; concrete cover; cracking (fracturing); creep; curing; deep beams; deflection; earthquake-resistant structures; floors; folded plates; footings; formwork; inspection; joints; joists; load tests; loads; mixture proportioning; modulus of elasticity; nuclear power plants; nuclear reactor containments; nuclear reactor safety; nuclear reactors; precast concrete; prestressed concrete; quality control; reinforced concrete; safety; serviceability; shear strength; shearwalls; shells; slabs; specifications; splicing; structural analysis; structural design; temperature; torsion; walls.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE <\/td>\n<\/tr>\n
9<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 1\u2014GENERAL REQUIREMENTS
1.1\u2014Scope <\/td>\n<\/tr>\n
12<\/td>\n1.2\u2014Drawings and specifications <\/td>\n<\/tr>\n
13<\/td>\n1.3\u2014Inspection <\/td>\n<\/tr>\n
14<\/td>\n1.4\u2014Approval of special systems of design or construction
1.5\u2014Quality assurance program
References, Chapter 1 <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Code notation <\/td>\n<\/tr>\n
24<\/td>\n2.2\u2014Definitions <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 3\u2014MATERIALS
3.1\u2014Tests of materials
3.2\u2014Cementitious materials
3.3\u2014Aggregates <\/td>\n<\/tr>\n
33<\/td>\n3.4\u2014Water
3.5\u2014Steel reinforcement <\/td>\n<\/tr>\n
35<\/td>\n3.6\u2014Admixtures
3.7\u2014Storage and identification of materials <\/td>\n<\/tr>\n
36<\/td>\n3.8\u2014Referenced standards <\/td>\n<\/tr>\n
38<\/td>\nReferences, Chapter 3 <\/td>\n<\/tr>\n
39<\/td>\nCHAPTER 4\u2014DURABILITY REQUIREMENTS
4.1\u2014General
4.2\u2014Exposure categories and classes
4.3\u2014Requirements for concrete mixtures
4.4\u2014Additional requirements for freezing-and-thawing exposure
4.5\u2014Alternative cementitious materials for sulfate exposure <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 5\u2014CONCRETE QUALITY, MIXING, AND PLACING
5.1\u2014General
5.2\u2014Selection of concrete proportions <\/td>\n<\/tr>\n
41<\/td>\n5.3\u2014Proportioning on the basis of field experience or trial mixtures, or both
5.4\u2014Proportioning without field experience or trial mixtures
5.5\u2014Average compressive strength reduction
5.6\u2014Evaluation and acceptance of concrete <\/td>\n<\/tr>\n
44<\/td>\n5.7\u2014Preparation of equipment and place of deposit
5.8\u2014Mixing
5.9\u2014Conveying
5.10\u2014Depositing <\/td>\n<\/tr>\n
45<\/td>\n5.11\u2014Curing <\/td>\n<\/tr>\n
46<\/td>\n5.12\u2014Cold weather requirements
5.13\u2014Hot weather requirements
References, Chapter 5 <\/td>\n<\/tr>\n
47<\/td>\nCHAPTER 6\u2014FORMWORK, EMBEDMENTS, AND CONSTRUCTION JOINTS
6.1\u2014Design of formwork
6.2\u2014Removal of forms, shores, and reshoring
6.3\u2014Embedments in concrete <\/td>\n<\/tr>\n
49<\/td>\n6.4\u2014Construction joints
Referenced standards, Chapter 6 <\/td>\n<\/tr>\n
50<\/td>\nCHAPTER 7\u2014DETAILS OF REINFORCEMENT
7.1\u2014Standard hooks
7.2\u2014Minimum bend diameters
7.3\u2014Bending
7.4\u2014Surface conditions of reinforcement
7.5\u2014Placing reinforcement
7.6\u2014Spacing limits for reinforcement <\/td>\n<\/tr>\n
51<\/td>\n7.7\u2014Concrete protection for reinforcement
7.8\u2014Special reinforcement details for columns
7.9\u2014Connections
7.10\u2014Lateral reinforcement for compression members
7.11\u2014Lateral reinforcement for flexural members
7.12\u2014Minimum reinforcement <\/td>\n<\/tr>\n
52<\/td>\n7.13\u2014Requirements for structural integrity
References, Chapter 7 <\/td>\n<\/tr>\n
53<\/td>\nCHAPTER 8\u2014ANALYSIS AND DESIGN\u2014GENERAL CONSIDERATIONS
8.1\u2014Design methods
8.2\u2014Loading
8.3\u2014Methods of analysis
8.4\u2014Redistribution of moments in continuous flexural members
8.5\u2014Modulus of elasticity
8.6\u2014Not used
8.7\u2014Stiffness <\/td>\n<\/tr>\n
54<\/td>\n8.8\u2014Effective stiffness to determine lateral deflections
8.9\u2014Span length
8.10\u2014Columns
8.11\u2014Arrangement of live load
8.12\u2014T-beam construction
8.13\u2014Joist construction
8.14\u2014Separate floor finish
R8.14\u2014Separate floor finish <\/td>\n<\/tr>\n
55<\/td>\nCHAPTER 9\u2014STRENGTH AND SERVICEABILITY REQUIREMENTS
9.1\u2014General <\/td>\n<\/tr>\n
58<\/td>\n9.2\u2014Required strength <\/td>\n<\/tr>\n
61<\/td>\n9.3\u2014Design strength <\/td>\n<\/tr>\n
62<\/td>\n9.4\u2014Design strength for reinforcement
9.5\u2014Control of deflections <\/td>\n<\/tr>\n
67<\/td>\nReferences, Chapter 9 <\/td>\n<\/tr>\n
69<\/td>\nCHAPTER 10\u2014FLEXURE AND AXIAL LOADS
10.1\u2014Scope
10.2\u2014Design assumptions
10.3\u2014General principles and requirements
10.4\u2014Distance between lateral supports of flexural members
10.5\u2014Minimum reinforcement of flexural members
10.6\u2014Distribution of flexural reinforcement in beams and one-way slabs
10.7\u2014Deep beams
10.8\u2014Design dimensions for compression members <\/td>\n<\/tr>\n
70<\/td>\n10.9\u2014Limits for reinforcement of compression members
10.10\u2014Slenderness effects in compression members
10.11\u2014Axially loaded members supporting slab system
10.12\u2014Transmission of column loads through floor system
10.13\u2014Composite compression members
10.14\u2014Bearing strength <\/td>\n<\/tr>\n
71<\/td>\nCHAPTER 11\u2014SHEAR AND TORSION
11.1\u2014Shear strength
11.2\u2014Shear strength provided by concrete for nonprestressed members
11.3\u2014Shear strength provided by concrete for prestressed members
11.4\u2014Shear strength provided by shear reinforcement
11.5\u2014Design for torsion
11.6\u2014Shear-friction
11.7\u2014Deep beams
11.8\u2014Provisions for brackets and corbels
11.9\u2014Provisions for walls <\/td>\n<\/tr>\n
72<\/td>\n11.10\u2014Transfer of moments to columns
11.11\u2014Provisions for slabs and footings <\/td>\n<\/tr>\n
73<\/td>\nReferences, Chapter 11 <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 12\u2014DEVELOPMENT AND SPLICES OF REINFORCEMENT
12.1\u2014Development of reinforcement\u2014General
12.2\u2014Development of deformed bars and deformed wire in tension
12.3\u2014Development of deformed bars and deformed wire in compression
12.4\u2014Development of bundled bars
12.5\u2014Development of standard hooks in tension <\/td>\n<\/tr>\n
75<\/td>\n12.6\u2014Development of headed and mechanically anchored deformed bars in tension
12.7\u2014Development of welded deformed wire reinforcement in tension
12.8\u2014Development of welded plain wire reinforcement in tension
12.9\u2014Development of prestressing strand
12.10\u2014Development of flexural reinforcement\u2014General
12.11\u2014Development of positive moment reinforcement
12.12\u2014Development of negative moment reinforcement
12.13\u2014Development of web reinforcement
12.14\u2014Splices of reinforcement\u2014General <\/td>\n<\/tr>\n
76<\/td>\n12.15\u2014Splices of deformed bars and deformed wire in tension <\/td>\n<\/tr>\n
77<\/td>\n12.16\u2014Splices of deformed bars in compression
12.17\u2014Special splice requirements for columns
12.18\u2014Splices of welded deformed wire reinforcement in tension
12.19\u2014Splices of welded plain wire reinforcement in tension <\/td>\n<\/tr>\n
78<\/td>\nCHAPTER 13\u2014TWO-WAY SLAB SYSTEMS
13.1\u2014Scope
13.2\u2014General
13.3\u2014Slab reinforcement
13.4\u2014Openings in slab systems
13.5\u2014Design procedures
13.6\u2014Direct design method
13.7\u2014Equivalent frame method <\/td>\n<\/tr>\n
79<\/td>\nCHAPTER 14\u2014WALLS
14.1\u2014Scope
14.2\u2014General
14.3\u2014Minimum reinforcement
14.4\u2014Walls designed as compression members
14.5\u2014Empirical design method <\/td>\n<\/tr>\n
80<\/td>\n14.6\u2014Nonbearing walls
14.7\u2014Walls as grade beams
14.8\u2014Alternative design of slender walls <\/td>\n<\/tr>\n
81<\/td>\nCHAPTER 15\u2014FOOTINGS
15.1\u2014Scope
15.2\u2014Loads and reactions
15.3\u2014Footings supporting circular or regular polygon-shaped columns or pedestals
15.4\u2014Moment in footings
15.5\u2014Shear in footings
15.6\u2014Development of reinforcement in footings
15.7\u2014Minimum footing depth
15.8\u2014Transfer of force at base of column, wall, or reinforced pedestal
15.9\u2014Sloped or stepped footings
15.10\u2014Combined footings and mats <\/td>\n<\/tr>\n
82<\/td>\nCHAPTER 16\u2014PRECAST CONCRETE
16.1\u2014Scope
16.2\u2014General
16.3\u2014Distribution of forces among members
16.4\u2014Member design
16.5\u2014Structural integrity
16.6\u2014Connection and bearing design
16.7\u2014Items embedded after concrete placement
16.8\u2014Marking and identification
16.9\u2014Handling
16.10\u2014Strength evaluation of precast construction <\/td>\n<\/tr>\n
83<\/td>\nCHAPTER 17\u2014COMPOSITE CONCRETE FLEXURAL MEMBERS
17.1\u2014Scope
17.2\u2014General
17.3\u2014Shoring
17.4\u2014\u2013Vertical shear strength
17.5\u2014Horizontal shear strength
17.6\u2014Ties for horizontal shear <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 18\u2013\u2014PRESTRESSED CONCRETE
18.1\u2014Scope
18.2\u2014General
18.3\u2014Design assumptions
18.4\u2014Serviceability requirements\u2014Flexural members
18.5\u2014Permissible stresses in prestressing steel
18.6\u2014Loss of prestress
18.7\u2014Flexural strength
18.8\u2014Limits for reinforcement of flexural members
18.9\u2014Minimum bonded reinforcement
18.10\u2014Statically indeterminate structures
18.11\u2014Compression members\u2014Combined flexure and axial loads <\/td>\n<\/tr>\n
85<\/td>\n18.12\u2014Slab systems
18.13\u2014Post-tensioned tendon anchorage zones
18.14\u2014Intentionally left blank
18.15\u2014Intentionally left blank
18.16\u2014Corrosion protection for unbonded tendons
18.17\u2014Post-tensioning ducts
18.18\u2014Grout for bonded tendons
18.19\u2014Protection for prestressing steel
18.20\u2014Application and measurement of prestressing force <\/td>\n<\/tr>\n
86<\/td>\n18.21\u2014Post-tensioning anchorages and couplers
18.22\u2014External post-tensioning <\/td>\n<\/tr>\n
87<\/td>\nCHAPTER 19\u2014SHELLS
19.1\u2014Scope and definitions
19.2\u2014General <\/td>\n<\/tr>\n
88<\/td>\n19.3\u2014Design strength of materials <\/td>\n<\/tr>\n
89<\/td>\n19.4\u2014Section design and reinforcement requirements
19.5\u2014Construction <\/td>\n<\/tr>\n
90<\/td>\nCHAPTER 20\u2014STRENGTH EVALUATION OF EXISTING STRUCTURES
20.1\u2014Strength evaluation\u2014General
20.2\u2014Determination of required dimensions and material properties <\/td>\n<\/tr>\n
92<\/td>\n20.3\u2014Load test procedure
20.4\u2014Loading criteria
20.5\u2014Acceptance criteria <\/td>\n<\/tr>\n
93<\/td>\n20.6\u2014Provision for lower load rating
20.7\u2014Safety <\/td>\n<\/tr>\n
94<\/td>\nReferences, Chapter 20 <\/td>\n<\/tr>\n
95<\/td>\nCHAPTER 21\u2014PROVISIONS FOR EARTHQUAKE-RESISTANT DESIGN
21.1\u2014General requirements <\/td>\n<\/tr>\n
98<\/td>\n21.2\u2014Intentionally left blank
21.3\u2014Intentionally left blank
21.4\u2014Intentionally left blank
21.5\u2014Flexural members of moment frames <\/td>\n<\/tr>\n
104<\/td>\n21.6\u2014Moment frame members subjected to bending and axial load <\/td>\n<\/tr>\n
108<\/td>\n21.7\u2014Joints of moment frames <\/td>\n<\/tr>\n
111<\/td>\n21.8\u2014Special moment frames constructed using precast concrete
21.9\u2014Special structural walls and coupling beams <\/td>\n<\/tr>\n
119<\/td>\n21.10\u2014Special structural walls constructed using precast concrete <\/td>\n<\/tr>\n
120<\/td>\n21.11\u2014Structural diaphragms <\/td>\n<\/tr>\n
124<\/td>\n21.12\u2014Foundations <\/td>\n<\/tr>\n
126<\/td>\nReferences, Chapter 21 <\/td>\n<\/tr>\n
130<\/td>\nCHAPTER 22\u2014STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
131<\/td>\nAPPENDIX A\u2014STRUT-AND-TIE MODELS
A.1\u2014Definitions
A.2\u2013\u2014Strut-and-tie model design procedure
A.3\u2014Strength of struts
A.4\u2014Strength of ties
A.5\u2014Strength of nodal zones <\/td>\n<\/tr>\n
132<\/td>\nAPPENDIX B\u2014ALTERNATIVE PROVISIONS FOR REINFORCED AND PRESTRESSED CONCRETE FLEXURAL AND COMPRESSION MEMBERS <\/td>\n<\/tr>\n
133<\/td>\nAPPENDIX C\u2014ALTERNATIVE LOAD AND STRENGTH-REDUCTION FACTORS
C.9.1\u2014Scope
C.9.2\u2014Required strength <\/td>\n<\/tr>\n
135<\/td>\nC.9.3\u2014Design strength <\/td>\n<\/tr>\n
136<\/td>\nAPPENDIX D\u2014ANCHORING TO CONCRETE
D.1\u2014Definitions <\/td>\n<\/tr>\n
138<\/td>\nD.2\u2014Scope <\/td>\n<\/tr>\n
140<\/td>\nD.3\u2014General requirements <\/td>\n<\/tr>\n
143<\/td>\nD.4\u2014General requirements for strength of anchors <\/td>\n<\/tr>\n
148<\/td>\nD.5\u2014Design requirements for tensile loading <\/td>\n<\/tr>\n
157<\/td>\nD.6\u2014Design requirements for shear loading <\/td>\n<\/tr>\n
166<\/td>\nD.7\u2014Interaction of tensile and shear forces
D.8\u2014Required edge distances, spacings, and thicknesses to preclude splitting failure <\/td>\n<\/tr>\n
167<\/td>\nD.9\u2014Installation of anchors <\/td>\n<\/tr>\n
168<\/td>\nD.10\u2014Structural plates, shapes, and specialty inserts
D.11\u2014Shear strength of embedded plates and shear lugs <\/td>\n<\/tr>\n
170<\/td>\nD.12\u2014Grouted embedments <\/td>\n<\/tr>\n
171<\/td>\nReferences, Appendix D <\/td>\n<\/tr>\n
173<\/td>\nAPPENDIX E\u2014THERMAL CONSIDERATION
E.1\u2014Scope <\/td>\n<\/tr>\n
175<\/td>\nE.2\u2014Definitions (moved to Chapter 2)
E.3\u2014General design requirements <\/td>\n<\/tr>\n
177<\/td>\nE.4\u2014Concrete temperatures <\/td>\n<\/tr>\n
178<\/td>\nReferences, Appendix E <\/td>\n<\/tr>\n
179<\/td>\nAPPENDIX F\u2014SPECIAL PROVISIONS FOR IMPULSIVE AND IMPACTIVE EFFECTS
F.1\u2014Scope
F.2\u2014Dynamic strength increase <\/td>\n<\/tr>\n
180<\/td>\nF.3\u2014Deformation <\/td>\n<\/tr>\n
185<\/td>\nF.4\u2014Requirements to assure ductility <\/td>\n<\/tr>\n
186<\/td>\nF.5\u2014Shear strength <\/td>\n<\/tr>\n
187<\/td>\nF.6\u2014Impulsive effects <\/td>\n<\/tr>\n
189<\/td>\nF.7\u2014Impactive effects <\/td>\n<\/tr>\n
190<\/td>\nF.8\u2014Impactive and impulsive loads <\/td>\n<\/tr>\n
192<\/td>\nReferences, Appendix F <\/td>\n<\/tr>\n
194<\/td>\nSUMMARY OF CHANGES FOR ACI 349-06 CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

349-13 Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary<\/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>\n200<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160798,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160796","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\/160796","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\/160798"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160796"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160796"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160796"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}