16/30322067 DC : 0

European foreword
1 Modification to the European foreword
2 Modification to the Introduction
3 Modification to the Normative references
4 Modifications to Clause 3, Terms, definitions,
   symbols and abbreviations
5 Modifications to 3.2 Symbols and abbreviations
6 Modifications to 4.2.1 Grades and qualities
7 Modifications to 4.2.2, Impact toughness
8 Modifications to 4.3.1, Bolt materials
9 Modifications to 5.2.2, Limit design stress in structural
   members
10 Modifications to 5.2.3.3, Connections loaded in tension
11 Modifications to 5.2.4.2, Pins, limit design shear force
12 Modifications to 5.2.4.4, Connected parts, limit design
   force with respect to shear
13 Modifications to 6.1, General
14 Modifications to 6.2.2, Weld quality
15 Modifications to 6.3.2, Frequency of occurence
   of stress cycles
16 Modifications to 6.5.4
17 Modifications to Clause 7, Proof of static strength
   of hollow section girder joints
18 Modifications to 8.1, General
19 Modifications to 8.2.1, Critical buckling load
20 Modification to 8.3.2 Limit design stress with
   respect to longitudinal stress sigma[x]
21 Modification to 8.3.3 Limit design stress with
   respect to transverse stress sigma[y]
22 Modifications to Annex C, Design weld
   stresses sigma[W,Sd] and tau[W,Sd]
23 Modifications to Annex D, Values of slope constant
   m and characteristic fatigue strength Delta sigma[c],
   Delta tau[c]
24 Modifications to Annex G, Calculation of stiffnesses
   for connections loaded in tension
25 Modifications to Bibliography