CEN/TS 1992-4-4:2009
Withdrawn
View Superseded by
Design of fastenings for use in concrete - Part 4-4: Post-installed fasteners - Mechanical systems
05-27-2009
03-08-2023
Foreword
1 Scope
1.1 General
2 Normative references
3 Definitions and symbols
4 Basis of design
5 Determination of action effects
6 Verification of ultimate limit state by elastic
analysis
6.1 General
6.2 Design method A
6.2.1 Tension load
6.2.2 Shear load
6.2.3 Combined tension and shear load
6.3 Design method B
6.4 Design method C
7 Fatigue
8 Seismic
This document relies on characteristic resistances and distances which are stated in a European Technical Specification. The characteristic values shown in Table 1 should be obtained from the relevant European Technical Specification as base for the design methods of this CEN/TS.
| 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Withdrawn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 |
| Standards | Relationship |
| DIN CEN/TS 1992-4-4;DIN SPEC 1021-4-4:2009-08 | Identical |
| XP CEN/TS 1992-4-4 : 2009 XP | Identical |
| NEN NVN CEN/TS 1992-4-4 : 2012 | Identical |
| NBN CEN/TS 1992-4-4 : 2011 | Identical |
| DIN SPEC 1021-4-4 : 2009 | Identical |
| DD CEN/TS 1992-4-4:2009 | Identical |
| S.R. CEN TS 1992-4-4:2009 | Equivalent |
| S.R. CEN TS 1992-4-4:2009 | Identical |
| 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 |