S.R. CEN TS 1992-4-5:2009
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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DESIGN OF FASTENINGS FOR USE IN CONCRETE - PART 4-5: POST-INSTALLED FASTENERS - CHEMICAL SYSTEMS
Hardcopy , PDF
31-01-2019
English
26-08-2009
Foreword
1 Scope
1.1 General
2 Normative references
3 Definitions and symbols
4 Basis of design
4.1 General
5 Determination of action effects
6 Verification of ultimate limit state by elastic
analysis
6.1 General
6.2 Tension load
6.2.1 Required verifications
6.2.2 Steel failure
6.2.3 Concrete cone failure
6.2.4 Splitting failure
6.3 Shear load
6.3.1 Required verifications
6.3.2 Steel failure
6.3.3 Concrete pry-out failure
6.3.4 Concrete edge failure
6.4 Combined tension and shear load
6.4.1 Steel failure decisive for tension
and shear load
6.4.2 Other modes of failure decisive
7 Fatigue
8 Seismic
Provides characteristic resistances and distances which are stated in a European Technical Specification. In general the design concept is valid in the product dimensions 6 <= h[ef]/d[nom] <= 20.
DocumentType |
Standard
|
Pages |
26
|
PublisherName |
National Standards Authority of Ireland
|
Status |
Withdrawn
|
SupersededBy |
Standards | Relationship |
CEN/TS 1992-4-5:2009 | Identical |
CEN/TS 1992-4-1:2009 | Design of fastenings for use in concrete - Part 4-1: General |
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