16/30340647 DC : 0

European foreword
1 Modification to the Foreword
2 Modifications to 1.1 - Scope
3 Modifications to 1.2 - Normative references
4 Modifications to 1.5 - Terms and definitions
5 Deletion of 1.7.2 - Conventions for global
   tank structure axis system for rectangular tanks
6 Modifications to 1.7.3 (new numbering 1.7.2) -
   Conventions for structural element axes
   in both circular and rectangular tanks
7 Modifications to 1.7.4 (new numbering 1.7.3) -
   Conventions for stress resultants for
   circular tanks and rectangular tanks
8 Modification to 2.2 - Reliability differentiation
9 Modifications to 2.7 - Modelling of the tank
   for determining action effects
10 Deletion of 2.10 - Combinations of actions
11 Modification to 3.5.1 - General
12 Modification to 3.5.2 - Minimum design
   metal temperature
13 Modifications to 4.1.3 - Effects of corrosion
14 Modification to 4.2.2.1 - General
15 Deletion of 4.3 - Analysis of the box structure
   of a rectangular tank
16 Modifications to 5.3 - Resistance of the tank shell wall
17 Modification to 5.4.6.3 - Design of shell man holes
   and shell nozzles of large size for LS1
18 Modification to 5.4.7 - Anchorage of the tank
19 Deletion of Clause 6 - Design of conical hoppers
20 Modification to 7.1.2 - Roof design
21 Modification to 7.3 - Resistance of circular roofs
22 Modification to 7.4.3 - Roof to shell junction
   (eaves junction)
23 Deletion of Clause 8 - Design of transition junctions
   at the bottom of the shell and supporting ring girders
24 Deletion of Clause 9 - Design of rectangular and
   planar-sided tanks
25 Deletion of Clause 10 - Requirements on fabrication -
   execution and erection with relation to design
26 Modification to Clause 11 - Simplified design
27 Modification to 11.1 - General
28 Modification to 11.2.1 - Unstiffened roof
   shell butt welded or with double lap weld
29 Modifications to 11.3.2 - Stiffening rings
30 Modification to A.1 - General