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ACI 562M 13:2013 Edition

ACI 562M 13:2013 Edition

$73.40

562M-13 Metric Code Requirements for Evaluation, Repair, and Rehabilitation of Conc. Bldgs. (ACI 562-13) & Commentary

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ACI 2013 63
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The ACI 562 code provides standard requirements for evaluating existing concrete buildings and then the subsequent structural repair, rehabilitation, and strengthening of those buildings. This code provides rules for a preliminary evaluation that determines the “design basis code” that is, if the building can be repaired based on the ACI 318 version used in the original design, or if the repair needs to comply with the current ACI 318. The code provides rules for determining strength of in-situ material, performing structural analysis, designing repairs for strength and durability, requirements for stability and shoring of construction, and inspection and testing of repairs. Commentary provides application guidance as well as references for additional information. A must-have document for structural concrete repairs. Keywords: repair; loads; load combinations; strength reduction factors; evaluation; analysis; durability;quality assurance;

PDF Catalog

PDF Pages PDF Title
3 CONTENTS
CONTENTS
5 INTRODUCTION
INTRODUCTION
7 CHAPTER 1— GENERAL
CHAPTER 1— GENERAL
1.1—Scope
1.1—Scope
8 1.2—Applicability
1.2—Applicability
9 1.3—Jurisdictions without a general existing building code
1.3—Jurisdictions without a general existing building code
10 1.4—Administration and enforcement
1.4—Administration and enforcement
1.5—Responsibilities
1.5—Responsibilities
11 1.6—Contract documents
1.6—Contract documents
12 1.7—Maintenance and monitoring
1.7—Maintenance and monitoring
13 CHAPTER 2— NOTATION AND DEFINITIONS
CHAPTER 2— NOTATION AND DEFINITIONS
2.1—Notation
2.1—Notation
2.2—Definitions
2.2—Definitions
17 CHAPTER 3— REFERENCED STANDARDS
CHAPTER 3— REFERENCED STANDARDS
19 CHAPTER 4–– BASIS FOR COMPLIANCE
CHAPTER 4–– BASIS FOR COMPLIANCE
4.1—General
4.1—General
4.2—Compliance method
4.2—Compliance method
4.3—Preliminary evaluation
4.3—Preliminary evaluation
21 CHAPTER 5— LOADS, LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS
CHAPTER 5— LOADS, LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS
5.1—General
5.1—General
5.2—Load factors and load combinations
5.2—Load factors and load combinations
22 5.3—Strength reduction factors for repair design
5.3—Strength reduction factors for repair design
5.4—Strength reduction factors for evaluation
5.4—Strength reduction factors for evaluation
23 5.5—Load combinations for structures repaired with external reinforcing systems
5.5—Load combinations for structures repaired with external reinforcing systems
24 CHAPTER 6— EVALUATION AND ANALYSIS
CHAPTER 6— EVALUATION AND ANALYSIS
6.1—Requirements for structural evaluation
6.1—Requirements for structural evaluation
6.2—Structural assessment
6.2—Structural assessment
25 6.3—Material properties
6.3—Material properties
28 6.4—Test methods to determine or confirm material properties
6.4—Test methods to determine or confirm material properties
31 6.5—Structural analysis of existing structures
6.5—Structural analysis of existing structures
32 6.6—Structural serviceability
6.6—Structural serviceability
6.7—Structural analysis for repair design
6.7—Structural analysis for repair design
33 6.8—Strength evaluation by load testing
6.8—Strength evaluation by load testing
34 CHAPTER 7— DESIGN OF STRUCTURAL REPAIRS
CHAPTER 7— DESIGN OF STRUCTURAL REPAIRS
7.1—General
7.1—General
7.2—Strength and serviceability
7.2—Strength and serviceability
7.3—Behavior of repaired systems
7.3—Behavior of repaired systems
36 7.4—Bond
7.4—Bond
37 7.5—Materials
7.5—Materials
38 7.6—Design and detailing considerations
7.6—Design and detailing considerations
41 7.7—Repair using supplemental post-tensioning
7.7—Repair using supplemental post-tensioning
42 7.8—Repair using fiber-reinforced polymer (FRP) composites
7.8—Repair using fiber-reinforced polymer (FRP) composites
43 7.9—Performance under fire and elevated temperatures
7.9—Performance under fire and elevated temperatures
46 CHAPTER 8— DURABILITY
CHAPTER 8— DURABILITY
8.1—General
8.1—General
47 8.2—Cover
8.2—Cover
48 8.3—Cracks
8.3—Cracks
49 8.4—Corrosion and deterioration of reinforcement and metallic embedments
8.4—Corrosion and deterioration of reinforcement and metallic embedments
51 8.5—Surface treatments and coatings
8.5—Surface treatments and coatings
52 CHAPTER 9— CONSTRUCTION
CHAPTER 9— CONSTRUCTION
9.1—Stability and temporary shoring requirements
9.1—Stability and temporary shoring requirements
53 9.2—Temporary conditions
9.2—Temporary conditions
9.3—Environmental issues
9.3—Environmental issues
54 CHAPTER 10— QUALITY ASSURANCE
CHAPTER 10— QUALITY ASSURANCE
10.1—Inspection
10.1—Inspection
55 10.2—Testing of repair materials
10.2—Testing of repair materials
56 10.3—Construction observations
10.3—Construction observations
57 CHAPTER 11— COMMENTARY REFERENCES
CHAPTER 11— COMMENTARY REFERENCES

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