Table of Contents
Chapter 1 - Scope
Chapter 2 - Definitions and use
2.1 - Definitions
2.2 - Notation
Chapter 3 - Significance and use
Chapter 4 - Requirements for anchor identification
4.1 - Determination of critical characteristics of anchors
Chapter 5 - General Requirements
5.1 - Testing sequence
5.2 - Test samples
5.3 - Testing by manufacturer
5.4 - Changes to product
Chapter 6 - Requirements for test specimens, installation of
anchors, and conduct of tests
6.1 - Concrete for test members
6.2 - Anchor installation
6.3 - Test methods
6.4 - Tests in cracked concrete
6.5 - General requirments for anchor behavior
Chapter 7 - Reference tests
7.1 - Purpose
7.2 - Reference tension tests for single anchors without spacing and edge
effects
7.3 - Required calculations using results of reference tests
Chapter 8 - Reliability tests
8.1 - Purpose
8.2 - Reliability tests using reduced installation effort
8.3 - Reliability in low-strength concrete with large drill bit
8.4 - Reliability in high-strength concrete with small drill bit
8.5 - Reliability under repeated load
8.6 - Reliability in cracks where opening width is cycled
Chapter 9 - Service-condition tests
9.1 - Purpose
9.2 - General test conditions
9.3 - Service-condition tension test with a single anchor with two edges (corner)
9.4 - Service-condition test at minimum edge distance and minimum spacing
9.5 - Service-condition shear test for single anchors without spacing and edge effects
9.6 - Service-condition, simulated seismic tension tests
9.7 - Service-condition, simulated shear tests
Chapter 10 - Establishing anchor categories
Chapter 11 - Presenting anchor data
11.1 - Data analysis
11.2 - Format of the data sheet
11.3 - General requirments
11.4 - Contents of evaluation report
Chapter 12 - Requirements for independent testing
Chapter 13 - References
13.1 - Referenced standards
Appendix A1 - Requirements for independent testing and evaluation agency
A1.1 - Normalization of capacities to take account of concrete and steel strengths
A1.2 - Concrete breakout or splitting failure
A1.3 - Pullout and pull-through failure
A1.4 - Steel failure
Appendix A2 - Requirements for establishing characteristic capacities
A2.1 - Scope
A2.2 - Procedure
Appendix A3 - Requirements for test members
A3.1 - Tests in uncracked concrete
A3.2 - Tests in cracked concrete
A3.3 - Casting and curing of test members