CEN/TS 1992-4-4:2009
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
View Superseded by
Design of fastenings for use in concrete - Part 4-4: Post-installed fasteners - Mechanical systems
08-03-2023
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
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Withdrawn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 |
UNI CEN/TS 1992-4-4 : 2009 | Identical |
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 | 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 |
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