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DIN 1052-2:1988-04

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

STRUCTURAL USE OF TIMBER - MECHANICALLY FASTENED JOINTS

Available format(s)

Hardcopy , PDF

Superseded date

01-08-2004

Language(s)

English

Published date

01-01-1988

1 Field of application
2 Concept
3 General
4 Connectored joints
      4.1 General
      4.2 Rectangular connectors
      4.3 Special connectors
             4.3.1 General
             4.3.2 'Fitted' connectors
             4.3.3 Toothed plate connectors
             4.3.4 'Fitted' toothed plate connectors
             4.3.5 Permissible loads
             4.3.6 Reductions in cross-sectional area
             4.3.7 Positioning of connectors
5 Bevelled, studded and bolted joints
6 Nailed joints in timber and wood-based panel products
      6.1 General
      6.2 Loading perpendicular to nail axis
      6.3 Withdrawal loading in axial direction
      6.4 Coexistent shear and withdrawal loading
7 Nailed steel plate-or-steel component-to-timber joints
      7.1 General
      7.2 Nailed steel plate-to-timber joints
      7.3 Nailed steel component-to-timber joints
8 Stapled joints
9 Screwed joints
10 Joints incorporating punched metal plate fasteners with
      integral teeth
11 Cramps
12 Framed joints
13 Allowance for displacement for analysis of deflection
      as specified in sub-clause 8.5 of DIN 1052 Part 1
14 Co-operation between different fastener types
Appendix A - Suitability testing of special nails used for
             joints covered n clauses 6 and 7 of this
             standard, and their classification
         A.1 - Documentation
         A.2 - Suitability testing
               A.2.1 - General
               A.2.2 - Material and corrosion protection
               A.2.3 - Resistance to axial withdrawal
         A.3 - Classification into loadbearing capacity
               classes
Appendix B - Suitability testing of Staples used for joints
             covered in clause 8 of this standard, and
             evaluation of test results
         B.1 - Documentation
         B.2 - Suitability testing
               B.2.1 - General
               B.2.2 - Material and corrosion protection
               B.2.3 - Resistance to axial withdrawal
         B.3 - Evaluation of test results
Appendix C - Specimen certificate of classification for
             special nails of clause 6 or 7 of DIN 1052
             Part 2
Appendix D - Specimen test certificate for staples to
             clause 8 of DIN 1052 Part 2
Standards referred to
Explanatory notes

DocumentType
Standard
Pages
28
PublisherName
German Institute for Standardisation (Deutsches Institut für Normung)
Status
Superseded
SupersededBy

DIN 1052-3 : 1988 AMD 1 1996 STRUCTURAL USE OF TIMBER - BUILDINGS IN TIMBER FRAME CONSTRUCTION - DESIGN AND CONSTRUCTION
DIN 1052-2 : 1988 AMD 1 1996 STRUCTURAL USE OF TIMBER - MECHANICALY FASTENED JOINTS
DIN 1052-1 : 1988 AMD 1 1996 STRUCTURAL USE OF TIMBER - DESIGN AND CONSTRUCTION

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