562-16 Code Requirements for Assessment, Repair, and Rehabilitation of Existing Concrete Structures and Commentary

562-16 Code Requirements for Assessment, Repair, and Rehabilitation of Existing Concrete Structures and Commentary

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Description

ACI 562-16, “Code Requirements for Assessment, Repair and Rehabilitation of Existing Concrete Structures” was developed to provide design professionals involved in the assessment of existing concrete structures a code for the assessment of the damage and deterioration, and the design of appropriate repair and rehabilitation strategies. The code provides minimum requirements for assessment, repair, and rehabilitation of existing structural concrete buildings, members, systems and where applicable, nonbuilding structures. ACI 562-16 was specifically developed to work with the International Existing Building Code (IEBC) or to be adopted as a stand-alone code.

Document Details

Author: ACI Committee 562

Publication Year: 2016

Pages: 88

ISBN: 9781942727903

Categories: Repair

Formats: Printed Document, Protected PDF/Web View, ePub, or Kindle

Table of Contents

PREFACE

CHAPTER 1—GENERAL REQUIREMENTS

1.1—General

1.2—Criteria for the assessment and design of repair and rehabilitation of existing concrete structures

1.3—Applicability of this code

1.4—Administration

1.5—Responsibilities of the licensed design professional

1.6—Construction documents

1.7—Preliminary evaluation

CHAPTER 2—NOTATION AND DEFINITIONS

2.1—Notation

2.2—Definitions

CHAPTER 3—REFERENCED STANDARDS

CHAPTER 4—CRITERIA WHEN USING THIS CODE WITH THE INTERNATIONAL EXISTING BUILDING CODE (IEBC)

4.1—General

4.2—Compliance method

4.3—Unsafe structural conditions

4.4—Substantial structural damage

4.5—Conditions of deterioration, faulty construction or damage less than substantial structural damage

4.6—Conditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening

4.7—Additions

4.8—Alterations

4.9—Change of occupancy

CHAPTER 5—LOADS, FACTORED LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS

5.1—General

5.2—Load factors and load combinations

5.3—Strength reduction factors for rehabilitation design

5.4—Strength reduction factors for assessment

5.5—Additional load combinations for structures rehabilitated with external reinforcing systems

CHAPTER 6—ASSESSMENT, EVALUATION, AND ANALYSIS

6.1—Structural assessment

6.2—Investigation and structural evaluation

6.3—Material properties

6.4—Test methods to quantify material and member properties

6.5—Structural analysis of existing structures

6.6—Structural serviceability

6.7—Structural analysis for repair design

6.8—Strength evaluation by load testing

6.9—Recommendations

CHAPTER 7—DESIGN OF STRUCTURAL REPAIRS

7.1—General

7.2—Strength and serviceability

7.3—Behavior of repaired systems

7.4—Interface bond

7.5—Materials

7.6—Design and detailing considerations

7.7—Repair using supplemental post-tensioning

7.8—Repair using fiber-reinforced polymer (FRP) composites

7.9—Performance under fire and elevated temperatures

CHAPTER 8—DURABILITY

8.1—General

8.2—Cover

8.3—Cracks

8.4—Corrosion and deterioration of reinforcement and metallic embedments

8.5—Surface treatments and coatings

CHAPTER 9—CONSTRUCTION

9.1—General

9.2—Stability and temporary shoring requirements

9.3—Temporary conditions

9.4—Environmental issues

CHAPTER 10—QUALITY ASSURANCE

10.1—General

10.2—Inspection

10.3—Testing of repair materials

10.4—Construction observations

CHAPTER 11—COMMENTARY REFERENCES

APPENDIX A—CRITERIA WHEN USING THIS CODE AS A STAND-ALONE CODE

A.1—General

A.2—Design-basis code criteria

A.3—Unsafe structural conditions

A.4—Substantial structural damage

A.5—Conditions of deterioration, faulty construction or damage less than substantial structural damage

A.6—Conditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening

A.7—Additions

A.8—Alterations

A.9—Change of occupancy

Key changes from ACI 562-13 to ACI 562-16

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the Manual of Concrete Practice (MCP). For a listing of and access to all product errata, visit the Errata page.

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