0 Introduction
1 Scope
2 Normative references
3 Terms, definitions and abbreviations
4 Design responsibilities
5 Effective anchorages of timber floors to walls
   for buildings of Consequence Class 2a
6 Assignment of timbers to BS EN 338 strength
   classes
   [BS EN 1995-1-1:2004+A1:2008, 3.2]
7 Horizontally glued laminated hardwood members
   [BS EN 1995-1-1:2004+A1:2008, 3.3]
8 Factor, k[c,90] for compression
   perpendicular to grain
   [BS EN 1995-1-1:2004+A1:2008, 6.1.5]
9 Effective lengths of compression members
   [BS EN 1995-1-1:2004+A1:2008,6.3.2]
10 Limits on notches and circular holes in joists
   and studs for which no calculations are required
11 Design of beams with circular holes
12 Characteristic properties of fasteners
13 Yield moment of annular ring-shanked nails
   [BS EN 1995-1-1:2004+A1:2008, 8.3.1.1(4)]
14 Diameters for evaluating lateral load-carrying
   capacities of screws
   [BS EN 1995-1-1:2004+A1:2008, 8.7.1]
15 Axially loaded screws
   [BS EN 1995-1-1:2004+A1:2008, 8.7.2]
16 Connections made with punched metal plate
   fasteners
   [BS EN 1995-1-1:2004+A1:2008, 8.8.1]
17 Misalignment tolerances in punched metal
   plate fastener joints
   [BS EN 1995-1-1:2004+A1:2008, 8.8.5.1]
18 Contact pressure between timber members
   in punched metal plate fastener joints under
   compression
   [BS EN 1995-1-1:2004+A1:2008, 8.8.5.1(3)]
19 Trusses with punched metal plate fasteners
   [BS EN 1995-1-1:2004+A1:2008, 9.2.2]
20 Masonry shielding to wall diaphragms
21 Simplified analysis of wall diaphragms
   [BS EN 1995-1-1:2004+A1:2008, 9.2.4.3]
22 Contribution of plasterboard to racking
   resistance
23 Evaluation of design racking resistance of
   plasterboard-clad timber frame walls
24 Bracing to trussed rafter roofs
   [BS EN 1995-1-1:2004+A1:2008, 9.2.5.3]
25 Lateral load-carrying capacity of glued lap
   joints [BS EN 1995-1-1:2004+A1:2008, 10.3]
Annexes
Annex A (normative) - Exchange of information
        between building designer and component
        designer(s)
Annex B (informative) - Effective anchorage of
        floors to timber frame wall buildings of
        Consequence Class 2a
Annex C (informative) - Actions and combinations
        of actions that may be considered in the
        design of trussed rafters
Annex D (informative) - Masonry shielding to timber
        frame wall diaphragms
Annex E (normative) - Bracing of trussed rafter roofs
Annex F (informative) - Optional recommendations
        for the support of water tanks in trussed
        rafter roofs
Bibliography