I.S. EN 1995-1- 1:2004&A1:2008&A2:2014&AC:2006

Foreword
1 Modifications to 1.2, Normative references
2 Modification to 1.6, Symbols used in EN 1995-1-1
3 Modifications to 2.2.3, Serviceability limit states
4 Modification to 2.3.2.2, Load-duration and moisture influences on deformations
5 Modification to 4.2, Resistance to corrosion
6 Modification to 6.1.5, Compression perpendicular to the grain
7 Modification to 6.1.8, Torsion
8 Modification to 6.2.3, Combined bending and axial tension
9 Modification to 6.5.2, Beams with a notch at the support
10 Modification to 8.3.2, Axially loaded nails
11 Modifications to 8.4, Stapled connections
12 Modification to 8.6, Dowelled connections
13 Modifications to 8.7.1, Laterally loaded screws
14 Modification to 8.7.2, Axially loaded screws
15 Modifications to 8.8.5.1, Plate anchorage capacity
16 Modification to 8.8.5.2, Plate capacity
17 Modification to 8.9, Split ring and shear plate connectors
18 Modification to 8.10, Toothed –plate connectors
19 Modifications to Annex A
20 Modification to B.4, Maximum shear stress

(1)P EN 1995 applies to the design of buildings and civil engineering works in timber (solid timber, sawn, planed or in pole form, glued laminated timber or wood-based structural products, e.g. LVL) or wood-based panels jointed together with adhesives or mechanical fasteners.