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DD CEN/TS 1992-4-3:2009

Withdrawn
Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

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withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

Design of fastenings for use in concrete Anchor channels
Available format(s)

Hardcopy , PDF

Withdrawn date

26-10-2018

Language(s)

English

Published date

30-06-2009

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

Defines characteristic resistances and distances which are stated in a European Technical Specification.

1.1 General 1.1.6 This document relies on characteristic resistances and distances which are stated in a European Technical Specification. In minimum the following characteristics should be given in a European Technical Specification as base for the design methods of this CEN/TS. - (...) - NRk,p - (...) - ccr,N, scr,N - ccr,sp, scr,sp - cmin, smin, hmin - limitations on concrete strength classes of base material - k5 - Ah, bch, d, hef, hch, Iy - yMi partial factors for material see also CEN/TS 1992-4-1:2009, clause 4 1.4 Anchor channel loading 1.4.3 Actions not covered The following actions are not covered by this CEN/TC: - shear in the direction of the longitudinal axis of the channel; - fatigue loading; - seismic loading.

Committee
B/525/2
DocumentType
Standard
Pages
32
PublisherName
British Standards Institution
Status
Withdrawn
SupersededBy

Standards Relationship
CEN/TS 1992-4-3:2009 Identical

CEN/TS 1992-4-1:2009 Design of fastenings for use in concrete - Part 4-1: General
EN 1992-1-1:2004/A1:2014 EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS

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£198.00
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