CEN/TS 1992-4-2:2009

Design of fastenings for use in concrete - Part 4-2: Headed Fasteners

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.

Bemessung der Verankerung von Befestigungen in Beton - Teil 4-2: Kopfbolzen

Dieses Dokument stützt sich auf charakteristische Widerstände und Abstände, die in einer  europäischen Technischen Spezifikation festgelegt sind.  Als Grundlage für die Bemessung nach dieser CEN/TS sollten in einer europäischen Technischen Spezifikation zumindest die folgenden charakteristischen Werte angegeben sein:
   ccr,sp, scr,sp
   cmin, smin, hmin
   Grenzwerte für die Betonfestigkeitsklasse des Verankerungsgrundes
Teilsicherheitsbeiwert für den Materialwiderstand, siehe auch CEN/TS 1992-4-1:2008, Abschnitt 4

Conception-calcul des éléments de fixation pour béton - Partie 4-2: Eléments de fixation à tête

1.1   Généralités
1.1.6   Ce document se fonde sur des résistances caractéristiques et distances caractéristiques énoncées dans une Spécification Technique européenne. Au minimum, il convient que les caractéristiques suivantes soient données dans une Spécification Technique européenne comme base des méthodes de conception-calcul du présent CEN/TS :
   NRk,p, NRk,s, VRk,s
   
   ccr,N, scr,N
   ccr,sp, scr,sp
   cmin, smin, hmin
   limites des classes de résistance de l'élément en béton
   kcr, kucr, k2, k4, k6, k7
   dh, dnom, hef, lf
   coefficients partiels Mi des matériaux ; voir aussi la CEN/TS 1992-4-1:2009, Article 4.

Projektiranje pritrjevanja za uporabo v betonu - 4-2. del: Glavna pritrjevala

General Information

• Status: Withdrawn
• Publication Date: 26-May-2009
• Withdrawal Date: 17-Jul-2018
• ICS: 21.060.01 - Fasteners in general
• ICS: 21.060.10 - Bolts, screws, studs
• ICS: 91.080.40 - Concrete structures
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 2/WG 2 - Design of fastenings for use in concrete
• Current Stage: 9960 - Withdrawal effective - Withdrawal
• Completion Date: 18-Jul-2018
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Ref Project: SIST-TS CEN/TS 1992-4-2:2009 - Design of fastenings for use in concrete - Part 4-2: Headed Fasteners

Relations

• Replaced By: EN 1992-4:2018 - Eurocode 2 - Design of concrete structures - Part 4: Design of fastenings for use in concrete
• Effective Date: 03-Jul-2013

Standards Content (Sample)

SLOVENSKI STANDARD
oSIST-TS prCEN/TS 1992-4-2:2008
01-september-2008
Projektiranje pritrjevanja za uporabo v betonu - 4-2: Glavna pritrjevala
Design of fastenings for use in concrete - Part 2: Headed Fasteners
Bemessung von Befestigungen in Beton - Teil 2: Kopfbolzen
Ta slovenski standard je istoveten z: prCEN/TS 1992-4-2
ICS:
21.060.01 Vezni elementi na splošno Fasteners in general
91.080.40 Betonske konstrukcije Concrete structures
oSIST-TS prCEN/TS 1992-4-2:2008 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST-TS prCEN/TS 1992-4-2:2008

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oSIST-TS prCEN/TS 1992-4-2:2008
TECHNICAL SPECIFICATION
FINAL DRAFT
prCEN/TS 1992-4-2
SPÉCIFICATION TECHNIQUE
TECHNISCHE SPEZIFIKATION
June 2008
ICS 21.060.01; 91.080.40

English Version
Design of fastenings for use in concrete - Part 2: Headed
Fasteners
Bemessung von Befestigungen in Beton - Teil 2:
Kopfbolzen
This draft Technical Specification is submitted to CEN members for formal vote. It has been drawn up by the Technical Committee CEN/TC
250.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Warning : This document is not a Technical Specification. It is distributed for review and comments. It is subject to change without notice
and shall not be referred to as a Technical Specification.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36  B-1050 Brussels
© 2008 CEN All rights of exploitation in any form and by any means reserved Ref. No. prCEN/TS 1992-4-2:2008: E
worldwide for CEN national Members.

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oSIST-TS prCEN/TS 1992-4-2:2008
prCEN/TS 1992-4-2:2008 (E)
Contents Page
Foreword.3
1 Scope .4
1.1 General.4
2 Normative references .4
3 Definitions and symbols .4
4 Basis of design .4
5 Determination of action effects.5
5.3 Tension forces in a supplementary reinforcement .5
5.3.1 General.5
5.3.2 Fasteners loaded in tension .5
5.3.3 Fixtures loaded in shear .5
6 Verification of ultimate limit state by elastic analysis .6
6.1 General.6
6.2 Tension load.6
6.2.1 Required verifications .6
6.2.2 Detailing of supplementary reinforcement .7
6.2.3 Steel failure of fastener .8
6.2.4 Pull-out failure of fastener .8
6.2.5 Concrete cone failure .
...

SLOVENSKI STANDARD
SIST-TS CEN/TS 1992-4-2:2009
01-oktober-2009
Projektiranje pritrjevanja za uporabo v betonu - 4-2. del: Glavna pritrjevala
Design of fastenings for use in concrete - Part 4-2: Headed Fasteners
Bemessung von Befestigungen in Beton - Teil 4-2: Kopfbolzen
Conception-calcul des éléments de fixation pour béton - Partie 4-2 : Eléments de fixation
à tête
Ta slovenski standard je istoveten z: CEN/TS 1992-4-2:2009
ICS:
21.060.01 Vezni elementi na splošno Fasteners in general
91.080.40 Betonske konstrukcije Concrete structures
SIST-TS CEN/TS 1992-4-2:2009 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST-TS CEN/TS 1992-4-2:2009

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SIST-TS CEN/TS 1992-4-2:2009
TECHNICAL SPECIFICATION
CEN/TS 1992-4-2
SPÉCIFICATION TECHNIQUE
TECHNISCHE SPEZIFIKATION
May 2009
ICS 21.060.10; 91.080.40
English Version
Design of fastenings for use in concrete - Part 4-2: Headed
Fasteners
Conception-calcul des éléments de fixation pour béton - Bemessung von Befestigungen in Beton - Teil 4-2:
Partie 4-2 : Eléments de fixation à tête Kopfbolzen
This Technical Specification (CEN/TS) was approved by CEN on 20 October 2008 for provisional application.
The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit their
comments, particularly on the question whether the CEN/TS can be converted into a European Standard.
CEN members are required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS available
promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS)
until the final decision about the possible conversion of the CEN/TS into an EN is reached.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2009 CEN All rights of exploitation in any form and by any means reserved Ref. No. CEN/TS 1992-4-2:2009: E
worldwide for CEN national Members.

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SIST-TS CEN/TS 1992-4-2:2009
CEN/TS 1992-4-2:2009 (E)
Contents Page
Foreword .3
1 Scope .4
1.1 General .4
2 Normative references .4
3 Definitions and symbols .4
4 Basis of design .4
5 Determination of action effects .5
5.3 Tension forces in a supplementary reinforcement .5
5.3.1 General .5
5.3.2 Fasteners loaded in tension .5
5.3.3 Fixtures loaded in shear .5
6 Verification of ultimate limit state by elastic analysis .6
6.1 General .6
6.2 Tension load .6
6.2.1 Required verifications .
...