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CEN/TS 1992-4-2:2009

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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 4-2: Headed Fasteners

Withdrawn date

08-03-2023

Published date

27-05-2009

Foreword
1 Scope
  1.1 General
2 Normative references
3 Definitions and symbols
4 Basis of design
5 Determination of action effects
  5.3 Tension forces in a supplementary reinforcement
      5.3.1 General
      5.3.2 Fasteners loaded in tension
      5.3.3 Fixtures loaded in shear
6 Verification of ultimate limit state by elastic analysis
  6.1 General
  6.2 Tension load
      6.2.1 Required verifications
      6.2.2 Detailing of supplementary reinforcement
      6.2.3 Steel failure of fastener
      6.2.4 Pull-out failure of fastener
      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 load
      6.3.1 Required verifications
      6.3.2 Detailing of supplementary reinforcement
      6.3.3 Steel failure of fastener
      6.3.4 Concrete pry-out failure
      6.3.5 Concrete edge failure
  6.4 Combined tension and shear load
      6.4.1 Fastenings without supplementary reinforcement
7 Fatigue
8 Seismic

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, 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, k2, k4, k6, k7-dh, dnom, hef, lf-yMi partial factors for material see also 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

CEN/TR 15728:2016 Design and use of inserts for lifting and handling of precast concrete elements
VDI/BV-BS 6205 Blatt 3:2012-04 Lifting inserts and lifting systems for precast concrete elements - Principles, design, applications - Design and application
VDI/BV-BS 6205 Blatt 2:2012-04 Lifting inserts and lifting systems for precast concrete elements - Principles, design, applications - Production and placing on the market
12/30215639 DC : 0 BS 8539 - CODE OF PRACTICE FOR THE SELECTION AND INSTALLATION OF POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY
S.R. CEN/TR 15728:2016 DESIGN AND USE OF INSERTS FOR LIFTING AND HANDLING OF PRECAST CONCRETE ELEMENTS
PD CEN/TR 15728:2016 Design and use of inserts for lifting and handling of precast concrete elements

ISO 13918:2008 Welding Studs and ceramic ferrules for arc stud welding
CEN/TS 1992-4-1:2009 Design of fastenings for use in concrete - Part 4-1: General
EN 10080:2005 Steel for the reinforcement of concrete - Weldable reinforcing steel - 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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