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CEN/TS 1992-4-5:2009

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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 - Part 4-5: Post-installed fasteners - Chemical systems

Withdrawn date

03-08-2023

Published date

05-27-2009

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

1.1General1.1.6This 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
CEN/TC 250
DevelopmentNote
To be read in conjunction with CEN/TS 1992-4-1. (09/2009)
DocumentType
Technical Specification
PublisherName
Comite Europeen de Normalisation
Status
Withdrawn
SupersededBy

12/30215639 DC : 0 BS 8539 - CODE OF PRACTICE FOR THE SELECTION AND INSTALLATION OF POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY

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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