16/30340641 DC : 0
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
BS EN 1993-1-6:2007 AMD 1:2016 - EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES
Hardcopy , PDF
31-12-2017
English
European foreword
1 Modifications to the Foreword
2 Modification throughout the whole standard
3 Modification to 1.2 - Normative references
4 Modifications to 1.3 - Terms and definitions
5 Modifications to 1.4 - Symbols
6 Modification to 2.2.5 - Linear elastic bifurcation
analysis (LBA)
7 Modification to 2.2.6 - Geometrically nonlinear
elastic analysis (GNA)
8 Modification to 2.2.7 - Materially nonlinear
analysis (MNA)
9 Modification to 2.2.8 - Geometrically and
materially nonlinear analysis (GMNA)
10 Modification to 2.2.9 - Geometrically nonlinear
elastic analysis with imperfections included (GNIA)
11 Modification to 2.2.10 - Geometrically and
materially nonlinear analysis with imperfections
included (GMNIA)
12 Modification to 3.3 - Geometrical tolerances
and geometrical imperfections
13 Modifications to 4.1.1 - LS1 - Plastic limit
14 Modification to 4.2.2.2 - Primary stresses
15 Modification to 4.2.4 - Design by global
numerical analysis
16 Modification to 5.3 - Types of analysis
17 Modification to Clause 6 - Plastic limit state (LS1)
18 Modifications to 6.2.1 - Design values of stresses
19 Modifications to 6.3 - Design by global numerical
MNA or GMNA analysis
20 Modification to 8.2 - Special definitions and symbols
21 Modifications to 8.5.2 - Design resistance
(buckling strength)
22 Addition of a new Subclause 8.6, Design using
reference resistances
23 Modifications to 8.6.2 (new subclause number - 8.7.2) -
Design value of resistance
24 Modifications to 8.7.2 (new subclause number - 8.8.2) -
Design value of resistance
25 Modification to Annex B (normative) - Additional
expressions for plastic collapse resistances
26 Modification to C.3.3 - Cylinder, pinned - uniform
internal pressure with axial loading
27 Modifications to D.1.2.2 - Meridional buckling
parameters
28 Modification to D.1.3.2 - Circumferential buckling
parameters
29 Modification to D.1.4.2 - Shear buckling parameters
30 Modifications to D.1.5.2 - Pressurised meridional
buckling parameters
31 Modification to D.1.6 - Combinations of meridional
(axial) compression, circumferential (hoop) compression
and shear
32 Modifications to D.4.2.2 - Meridional compression
33 Addition of a new Annex E (normative) - Expressions
for reference resistance design
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