Table of contents
Cited references
Content history
Table of contents
Header
About this publication
Preface
1 Scope and general
1.1 Scope and application
1.1.1 Scope
1.1.2 Application
1.2 Normative references
1.3 Terms and definitions
1.4 Notation
1.5 Loading on fasteners
2 Materials and installation
2.1 Types of fasteners and fastener groups
2.2 Dimensions of fasteners
2.3 Fastener materials
2.4 Concrete
2.5 Reinforcement
3 General design requirements
3.1 General
3.2 Verifications for design
3.2.1 Strength limit state
3.2.2 Serviceability limit state
3.2.3 Load factors
3.2.4 Capacity reduction factors
3.3 Concrete condition
3.4 Verification of fastener strength
3.4.1 General
3.4.2 Tensile strength of fastener
3.4.2.1 Post-installed fasteners
3.4.2.2 Cast-in anchor channel
3.4.3 Shear strength of fastener
3.4.3.1 Post-installed fasteners
3.4.3.2 Cast-in anchor channel
3.4.3.2.1 Shear load acting perpendicular to longitudinal axis of the channel
3.4.3.2.2 Shear load acting along the longitudinal axis of the channel
3.4.4 Combined tension and shear strength of fastener
4 Determination of forces acting on fasteners
4.1 General
4.2 Post-installed fasteners
4.2.1 Tension and compression loads
4.2.2 Shear loads
4.2.2.1 General
4.2.2.2 Load distribution
4.2.2.3 Shear load without a lever arm
4.2.2.4 Shear load with a lever arm
4.3 Anchor channel
4.3.1 General
4.3.2 Tension loads
4.3.3 Shear loads
4.3.3.1 Shear load acting perpendicular to longitudinal axis of the channel
4.3.3.2 Shear load acting in direction of the longitudinal axis of the channel
4.3.3.2.1 Anchor channel remote from edges
4.3.3.2.1.1 General
4.3.3.2.1.2 Anchor channel installed parallel to the edge
4.3.3.2.1.3 Anchor channel installed transverse to the edge
4.3.3.2.2 Anchor channel close to an edge
4.3.3.2.2.1 General
4.3.3.2.2.2 Anchor channel installed parallel to the edge
4.3.3.2.2.3 Anchor channel installed transverse to the edge
4.4 Supplementary reinforcement
4.4.1 General
4.4.2 Applied tension loads
4.4.3 Applied shear loads
5 Detailing of supplementary reinforcement
6 Design for tensile loading
6.1 General
6.2 Post-installed fasteners
6.2.1 General
6.2.2 Steel failure
6.2.3 Concrete cone failure
6.2.3.1 General
6.2.3.2 Characteristic strength of a single fastener
6.2.3.3 Geometric effect of edge distance and spacing
6.2.3.4 Distribution of stresses in concrete
6.2.3.5 Shell spalling
6.2.3.6 Eccentricity of loading on a fastener group
6.2.3.7 Compression between fixture and concrete
6.2.3.8 Narrow concrete member
6.2.4 Pull-out failure
6.2.5 Combined pull-out and concrete cone failure for post-installed chemical fasteners
6.2.5.1 General
6.2.5.2 Characteristic bond strength of an individual chemical fastener
6.2.5.3 Geometric effect of edge distance and spacing
6.2.5.4 Disturbance to the distribution of stresses
6.2.5.5 Effect of closely spaced fasteners
6.2.5.6 Eccentricity of loading on a fastener group
6.2.5.7 Narrow concrete member
6.2.6 Concrete splitting failure
6.2.6.1 Concrete splitting failure during installation
6.2.6.2 Concrete splitting failure due to loading
6.2.7 Concrete blow-out failure
6.2.7.1 General
6.2.7.2 Characteristic concrete blow-out strength of an individual fastener
6.2.7.3 Geometric effect of edge distance and spacing
6.2.7.4 Distribution of stresses in concrete
6.2.7.5 Effect of closely spaced fasteners
6.2.7.6 Eccentricity of loading on a fastener group
6.2.8 Supplementary reinforcement
6.2.9 Redundant fastenings in non-structural applications
6.2.9.1 Assumptions
6.2.9.2 Design
6.3 Cast-in anchor channel
6.3.1 General
6.3.2 Steel failure
6.3.2.1 General
6.3.2.2 Characteristic strength against lip failure
6.3.3 Concrete cone failure
6.3.3.1 General
6.3.3.2 Influence of neighbouring anchors
6.3.3.3 Influence of an edge
6.3.3.4 Influence of a corner
6.3.3.5 Narrow concrete member
6.3.4 Pull-out failure
6.3.5 Concrete splitting failure
6.3.5.1 Concrete splitting failure during installation
6.3.5.2 Concrete splitting failure due to loading
6.3.6 Concrete blow-out failure
6.3.6.1 General
6.3.6.2 Thickness of concrete member
6.3.7 Supplementary reinforcement failure
7 Design for shear loading
7.1 General
7.2 Post-installed fasteners
7.2.1 General
7.2.2 Steel failure
7.2.2.1 General
7.2.2.2 Shear force without lever arm
7.2.2.3 Shear force with lever arm
7.2.3 Concrete edge failure
7.2.3.1 General
7.2.3.2 Basic characteristic shear strength
7.2.3.3 Geometric effect of spacing and edge distance
7.2.3.4 Disturbance to the distribution of stresses
7.2.3.5 Influence of member thickness
7.2.3.6 Eccentricity of loading on a fastener group
7.2.3.7 Direction of loading
7.2.3.8 Edge reinforcement
7.2.3.9 Narrow concrete member
7.2.4 Concrete pry-out failure
7.2.4.1 General
7.2.4.2 Application of torque moment to fixture
7.2.5 Supplementary reinforcement
7.2.6 Redundant fastenings in non-structural applications
7.2.6.1 Assumptions
7.2.6.2 Design
7.3 Cast-in anchor channel
7.3.1 Shear load acting perpendicular to longitudinal axis of the channel
7.3.1.1 General
7.3.1.2 Steel failure
7.3.1.2.1 General
7.3.1.2.2 Flexural failure of channel lips
7.3.1.2.3 Shear force with lever arm
7.3.1.3 Concrete edge failure
7.3.1.3.1 General
7.3.1.3.2 Basic characteristic shear strength
7.3.1.3.3 Disturbance to the distribution of stresses
7.3.1.3.4 Influence of a corner
7.3.1.3.5 Influence of member thickness
7.3.1.3.6 Direction of loading
7.3.1.3.7 Narrow concrete member
7.3.1.4 Concrete pry-out failure
7.3.1.5 Supplementary reinforcement
7.3.2 Shear load acting along the longitudinal axis of the channel
7.3.2.1 General
7.3.2.2 Steel failure
7.3.2.2.1 General
7.3.2.2.2 Shear force with lever arm
7.3.2.3 Concrete edge failure
7.3.2.3.1 Anchor channels installed transverse to the edge
7.3.2.3.2 Anchor channels installed parallel to the edge
7.3.2.4 Concrete pry-out failure
7.3.2.5 Supplementary reinforcement
8 Design for combined tension and shear loading
8.1 Steel failure
8.1.1 Post-installed fasteners
8.1.2 Cast-in anchor channel
8.1.2.1 General
8.1.2.2 Steel failure of the channel bolt
8.1.2.3 Anchor channel without supplementary reinforcement
8.1.2.4 Anchor and anchor channel connection modes of failure
8.2 Failure modes other than steel
8.2.1 Post-installed fasteners
8.2.2 Cast-in anchor channel
8.3 Additional verification for fasteners with supplementary reinforcement
8.3.1 Post-installed fasteners
8.3.2 Cast-in anchor channel
9 Design for serviceability
9.1 Verification of serviceability limit state — Displacement
9.2 Verification of serviceability limit state — Supplementary reinforcement
Appendix A
A.1 Testing procedures and reporting
A.1.1 General
A.1.2 Test report
A.2 Assessment requirements and reporting
A.2.1 Assessment
A.2.1.1 General
A.2.1.2 Post-installed fasteners
A.2.1.3 Cast-in fasteners
A.2.2 Assessment report
Appendix B
B.1 General
B.2 Installation
B.3 Statistical sampling
B.4 Manufacturing
B.5 Registered testing authority
B.6 Assessment body
B.7 Demonstration of product suitability
Appendix C
C.1 General
C.2 Lightly loaded applications
C.2.1 General
C.2.2 No additional verification for transmission of loads required
C.2.3 Verification for local transmission of fastener loads required
C.2.4 Highly loaded applications
Appendix D
D.1 General
D.2 Application
D.3 Notation
D.4 Design
D.4.1 Bond strength
D.4.2 Determination of development length
D.4.3 Determination of post-installed reinforcing bar strength for Lst < Lsy,t
D.4.4 Determination of lap length
D.4.5 Additional design provisions
Appendix E
E.1 General
E.2 Scope
E.3 Design
Appendix F
F.1 General
F.2 Scope
F.3 Seismic performance categories
F.4 Design criteria
F.5 Derivation of forces acting on fasteners
F.6 Determination of resistance
F.7 Displacement requirements of fasteners
Appendix G
G.1 General
G.2 Post-installed fasteners
G.3 Anchor channel
Appendix H
H.1 General
H.2 Design Method A
H.3 Design Method B
H.3.1 General
H.3.2 Basic design strength
H.3.3 Characteristic strength with reduced spacing or edge distance
H.3.4 Additional provisions
H.4 Design Method C
Bibliography
Cited references in this standard
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Methods of testing concrete, Method 9: Compressive strength tests — Concrete, mortar and grout specimens
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