S.R. CEN TS 1992-4-3:2009
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
Hardcopy , PDF
01-31-2019
English
08-26-2009
Foreword
1 Scope
1.1 General
1.4 Anchor channel loading
1.4.3 Actions not covered
2 Normative references
3 Definitions and symbols
4 Basis of design
5 Determination of action effects
5.2 Derivation of forces acting on anchor channels
5.2.1 General
5.2.2 Tension loads
5.2.3 Shear loads
5.3 Tension forces in a supplementary reinforcement
5.3.3 Tension loads
5.3.4 Shear loads
6 Verification of ultimate limit state by elastic analysis
6.1 General
6.2 Tension loads
6.2.1 Required verifications
6.2.2 Design of supplementary reinforcement
6.2.3 Steel failure
6.2.4 Pullout failure
6.2.5 Concrete cone failure
6.2.6 Splitting failure
6.2.7 Blow-out failure
6.2.8 Steel failure of the supplementary reinforcement
6.2.9 Anchorage failure of the supplementary
reinforcement in the concrete cone
6.3 Shear loads
6.3.1 Required verifications
6.3.2 Design of reinforcement
6.3.3 Steel failure
6.3.4 Concrete pry-out failure
6.3.5 Concrete edge failure
6.3.6 Steel failure of supplementary reinforcement
6.3.7 Anchorage failure of supplementary reinforcement
in the concrete cone
6.4 Combined tension and shear loads
6.4.1 Anchor channels without supplementary reinforcement
6.4.2 Anchor channels with supplementary reinforcement
7 Fatigue
8 Seismic
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