ACI 318-11 to ACI 318-14 and ACI 318.2-14 Building Code ...

1 Transition KeyBuilding code requirements for structural concrete ACI 318-11 to ACI 318-14 and ACI Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: Heading: concrete on steel Heading: Provisions for earthquake Heading: Contract (a) (a) (b) (b) (c) (a) (d) (a) (a) (b) (c) (c)The following chart is a mapping of provisons from ACI 318 11 to ACI 318 14 and ACI 14. It is common that a provision may have been divided or repeated. The code was mostly rewritten in the process of the reorganization; thus, the exact wording and context will not be the same at the new , the reorganization changed headings, introductions, scopes and pointers used in ACI 318 11 that no longer work in ACI 318 14. Technical changes occurred that have altered or deleted requirements .

2 The following symbols are used in the Note column to more easily indentify the type of change, if any: = Heading, scope statement, introduc on, or pointer to another sec on ~ = Technical change BLANK = Editorial or no (c) (e)Chapter 1 GENERAL Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 1 GENERAL (b) (e) (g) (g) (a) (h) (a) (b) (d) (j) (e) (j) (g) (k) (a) (l) (a) (m) (b) (n) (b) Heading: (c) (a) (b) (c) (c) (a) (c) (b) (e) (d) (f) (b) (g) (b) (h) (a) (d) Heading: Approval of special systems of design or (d) (i) (a) (f)Transition Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: code notationA2A2~Revised notationf'cr ~Reference to ACI 301 replaced this notationftft~Revised notationMslabMsc~Revised notationM1 M1 ~Changed sign conventionPnPn~Added tensile strength requirements for concretePn, maxPn, max~Added tensile strength requirements for concretesisi~Revised notation for claritySnSn~Revised notation n n~Revised notation for clarity f f~Revised notation v v~Revised notation t t~Revised Heading.

3 DefinitionsAnchorage device Anchorage device~Revised reinforcement definitionsBonded tendon Bonded tendon~Revised reinforcement definitionsColumnColumn~Revised definition for word used in codeCompression controlled sectionCompression controlled section~Revised definition for clarity Compression controlled strain limit ~Deleted reinforcementDeformed reinforcement~Revised reinforcement definitionsHeaded deformed barsHeaded deformed bars~Revised reinforcement definitionsHeaded shear stud reinforcementHeaded shear stud reinforcement~Revised reinforcement definitionsHoop~Regulate the use of headed bars in moment frameIntermediate moment frame~Revised definitions to identify membersMoment frame Moment frame~Revised definitions to identify membersOrdinary moment frameOrdinary moment frame~Revised definitions to identify membersChapter 2 NOTATION and TERMINOLOGY (Only the deleted or revised articles are shown)HoopCrosstieTransition Key.

4 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 2 NOTATION and TERMINOLOGY (Only the deleted or revised articles are shown)Plain reinforcementPlain reinforcement~Revised reinforcement definitionsPost tensioning Post tensioning~Revised reinforcement definitionsPrestressing reinforcementPrestressing reinforcement~Revised reinforcement definitionsPretensioningPretensioning~Re vised reinforcement definitionsReinforcement Reinforcement~Revised reinforcement definitionsSeismic Special moment frame Special moment frame~Revised definitions to identify membersTendonTendon~Revised reinforcement definitionsUnbonded tendon Unbonded tendon~Revised reinforcement definitionsWelded wire reinforcementWelded wire reinforcement~Revised reinforcement definitionsSeismic hookTransition Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: Tests of Heading.

5 Cementitious (a) (c) Heading: (a) (b) (a)(4) Heading: (a) (b) Heading: Steel (a) (e) (g) (a) Heading: Deformed ~Revise to percent offset method to define (a) ~Revise to percent offset method to define (a) ~Revise to percent offset method to define (a)Chapter 3 Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 3 ~Revise to percent offset method to define (a) (g) ~Revise to percent offset method to define (a) ~Revise to percent offset method to define (a) Heading: Plain ~Revise to percent offset method to define (a) Heading: Headed shear stud Heading: Prestressing Heading: structural steel, steel pipe, or (a) Heading: (a) (a) (b) (c) Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 3 (d) Heading: Storage of (a) (b) Heading: Referenced ~Update ~Update references in Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: (b) (a)(3) Heading: Exposure categories and ~Changing description of "F Conditions"Changing "P" to "W" (b)Table ~Changing description of "F Conditions"Changing "P" to "W" Heading: Requirments for concrete ~Changing "P" to "W" and changing values of "F"Update of cement (a)(3) (a)(6) (a)(7) (a)(8) Table ~Changing "P" to "W" and changing values of "F"Update of cement Heading.

6 Additional requirements for freezing and thawing ~Clarify required air volume for air entrained (a)(5)Table (b)Tabel Heading: Alternative cementitious materials for sulfate (c)Table 4 DURABILITY Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: Pointer to (a)(1) (a)(2) ~Requirement no longer (d) (d)(1) Heading: Selection of concrete (a) (d) ~Remove statistical mix proporting and reference ACI Heading: Proportioning on the basis of field experience or trial mixtures, or (b)~Remove statistical mix proporting and reference ACI Heading: Sample standard ~Remove statistical mix proporting and ref. ACI 301 Clarify the length of time to keep ~Remove statistical mix proporting and reference ACI 301 Table ~Remove statistical mix proporting and reference ACI Heading: Required average ~Remove statistical mix proporting and reference ACI 301 Table ~Remove statistical mix proporting and reference ACI ~Remove statistical mix proporting and reference ACI 301 Table ~Remove statistical mix proporting and reference ACI Heading: Documentation of average compressive (a)~Remove statistical mix proporting and reference ACI ~Remove statistical mix proporting and reference ACI ~Remove statistical mix proporting and reference ACI Heading.

7 Proportioning without field experience or trial (b)~Remove statistical mix proporting and reference ACI ~Remove statistical mix proporting and reference ACI Heading: Average compressive strength (c)~Remove statistical mix proporting and reference ACI Heading: Evaluation and acceptance of (b) (c) (d) (e)Chapter 5 concrete QUALITY, MIXING, AND Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 5 concrete QUALITY, MIXING, AND Heading: Frequency of (a) (b) (c) (a) Heading: Standard cured (a) (a) (b) (c) (d) Heading: Field cured (d) (d)(2) (d)(1) (e) (e)(1) (e)(2) Heading: Investigation of low strength test (a) (b) (c) (d) (e) (f) Heading: Steel fiber reinforced (a)(1) (a)(11) (a) (a) (d)(2) (b) (a)(2) (c) (a)(3) Heading: Preparation of equipment and place of Introduction to a (a) (c)~Clarified that equipment shall be maintained by ASTM C94 or (b) (a) (c) (a) (d) (c) (e) (d) (f) (b) (g) (d) Heading: ~Information repeated ASTM Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 5 concrete QUALITY, MIXING, AND (d) ~Information repeated ASTM Heading: (f)(3) (f)(1) (f)(4) (d) Heading: (f)(5) (f)(2) (g) (h)~Added reference to ASTM C94 for (i) (k) Pointer to (j) Heading: (a) (b) Heading: Accelerated (c) (c)(1) (c)(2) (a) (d) Heading: Cold weather (a) (b) (c) Heading: Hot weather (a) (a) (b) Key.

8 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: Design of (a) (b) (c) (d) (a)(4) (a) (a)(1) (a)(2) (a)(3) (a)(5) Heading: Removal of forms, shores, and Heading: Removal of (f) (g) Heading: Removal of shores and (a) (a) (b) (b) (c) (d) (e) (i) (h) Heading: Embedments in (a) (a) (e) (b) ~Outdated embedment ~Outdated embedment ~Outdated embedment ~Outdated embedment ~Outdated embedment ~Outdated embedment ~Outdated embedment ~Outdated embedment (c) (d) (e) (c)Chapter 6 FORMWORK, EMBEDMENTS, AND CONSTRUCTION Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 6 FORMWORK, EMBEDMENTS, AND CONSTRUCTION (c) (b) (f) Heading: Construction (d) (f) (b) (b) (c) (a) (b) Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: Standard ~Revised so that standard hooks meet seismic hook Heading: Minimum bend Heading: (a) (b) Heading: Surface conditions of (d) (b) (c) Heading: Placing (a) (b) (a) (b) (d) (a) (b) (b) Heading: Spacing limits for Heading: Bundled Heading: Tendons and ductsChapter 7 DETAILS OF Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 7 DETAILS OF Heading: concrete protection for reinforcement Heading: Cast in place concrete (nonprestressed) Heading: Cast in place concrete (prestressed) Heading.

9 Precast concrete (manufactured under plant conditions) Heading: Bundled Heading: Headed shear stud Heading: Corrosive Heading: Future (i) (k) (d) Heading: Fire Heading: Reinforcement details for Heading: Offset Introduction to Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 7 DETAILS OF (c) Heading: Steel Introduction to Pointer to Heading: Heading: Transverse reinforcement for compression Heading: (b) ~Add fyt limit for lap (a) Heading: Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 7 DETAILS OF Heading: Transverse reinforcement for flexural Heading: Shrinkage and temperature ~ concrete area for S&T in Heading: requirements for structural Introduction to Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 7 DETAILS OF (a) (b) (c) Pointer to Pointer to and Pointer to and Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: Design ~Pointer to Appendix ~Pointer to Appendix Heading: ~Add reference to ASCE 7 for live load Heading: Methods of to Appendix Heading: Redistribution of moments in continuous flexural Heading: Modulus of Heading: Lightweight (a)(10) Heading: Heading: Effective stiffness to determine lateral 8 ANALYSIS AND DESIGN GENERAL Key.

10 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 8 ANALYSIS AND DESIGN GENERAL Heading: Span to to (a) Heading: Heading: Arrangement of live Heading: T beam Heading: Joist Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note DescriptionChapter 8 ANALYSIS AND DESIGN GENERAL ~Outdated embedment Heading: Separate floor Key: 318 11 to 318 14 Building code requirements for structural Concrete318 11318 14 Note Heading: ~Pointer to Appendix Heading: Required (a) (b) (c) ~Removal of the service level load earthquake load Heading: Impact Heading: Self strai