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DD CEN/TS 1992-4-5:2009

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Design of fastenings for use in concrete Post-installed fasteners. Chemical systems
Available format(s)

Hardcopy , PDF

Superseded date

19-10-2018

Language(s)

English

Published date

30-06-2009

Publisher

British Standards Institution

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.

1.1 General 1.1.6 This document relies on characteristic resistances and distances which are stated in a European Technical Specification. In general the design concept is valid in the product dimensions 6 inferior, or equal, to hef/dnom inferior, or equal, to 20. The actual range for a particular fastener may be taken from the relevant European Technical Specification. In minimum the following characteristics should be given in the relevant European Technical Specification as base for the design method of this CEN/TS. - NRk,s, VRk,s - (...) - (...) - ccr,N, scr,N - ccr,sp, scr,sp - cmin, smin - hmin - limitations on concrete strength classes of base material - kcr, kucr, kT, k2, k3, k4, k8 - dnom, hef, lf , limitations on hef/dnom - yMi, recommended partial factors see CEN/TS 1992-4-1:2009, clause 4

Committee
B/525/2
DocumentType
Standard
Pages
28
PublisherName
British Standards Institution
Status
Superseded
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
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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Hardcopy - English
PDF - English
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